Bridge Statistics for Norton, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 41Number of bridges
- 463ft / 141mTotal length
- $5,178,000Total costs
- 178,438Total average daily traffic
- 11,074Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Norton
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 41930-1939
- 11940-1949
- 11950-1959
- 41960-1969
- 51970-1979
- 141980-1989
- 101990-1999
- 12000-2009
- Reconstructed bridges - Historical Statistics
- 21980-1989
- 31990-1999
- 32000-2009
- 12010-2019
- Bridge Condition - Deck
- 36.4%Good
- 51.5%Satisfactory
- 9.1%Fair
- 3.0%Poor
- Bridge Condition - Superstructure
- 6.1%Very good
- 27.3%Good
- 48.5%Satisfactory
- 12.1%Fair
- 6.1%Poor
- Bridge Condition - Substructure
- 51.5%Good
- 33.3%Satisfactory
- 12.1%Fair
- 3.0%Poor
- Bridge Condition - Channel
- 26.7%Very good
- 13.3%Good
- 56.7%Satisfactory
- 3.3%Fair
- Bridge Condition - Culverts
- 33.3%Good
- 66.7%Satisfactory
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Structure Number: 19255, Location: 0.01 TO 621; 0.15 TO 610 (Lat: 36.930031, Lng: -82.657861), Route carried "on" structure: Business US 23, Year Built: 1962, Year Reconstructed: 2018, Status: Open, Structure Length: 5.81m (19.06ft), Average Daily Traffic: 4,276 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 5,986 (year 2040), Design Load: HL 93, Features Intersected: RTE 610 & POWELL RIVER, Facility Carried by Structure: KENT JUNCTION RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.811, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.79m (19.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $500,000, Roadway Improvement Cost: $42,000, Total Project Cost: $705,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Other Coated Reinforcing
Structure Number: 19255, Location: 0.01 TO 621; 0.15 TO 610 (Lat: 36.930031, Lng: -82.657861), Route carried "on" structure: Business US 23, Year Built: 1962, Year Reconstructed: 2018, Status: Open, Structure Length: 5.81m (19.06ft), Average Daily Traffic: 4,276 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 5,986 (year 2040), Design Load: HL 93, Features Intersected: RTE 610 & POWELL RIVER, Facility Carried by Structure: KENT JUNCTION RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.811, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.79m (19.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $500,000, Roadway Improvement Cost: $42,000, Total Project Cost: $705,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Other Coated Reinforcing
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Structure Number: 19264, Location: .27M TO 610 &4.57M TO 610 (Lat: 36.912131, Lng: -82.672631), Route carried "on" structure: US 23, Year Built: 1989, Status: Open, Structure Length: 17.74m (58.20ft), Average Daily Traffic: 14,110 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 18,018 (year 2040), Design Load: HS 20+Mod, Features Intersected: OVER SLIDE AREA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.195, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 37.5m (123.0ft), Curb-To-Curb Width: 22.5m (73.8ft), Out-to-Out Width: 24.3m (79.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 17.74m (58.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $500,000, Roadway Improvement Cost: $50,000, Total Project Cost: $715,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Structure Number: 19264, Location: .27M TO 610 &4.57M TO 610 (Lat: 36.912131, Lng: -82.672631), Route carried "on" structure: US 23, Year Built: 1989, Status: Open, Structure Length: 17.74m (58.20ft), Average Daily Traffic: 14,110 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 18,018 (year 2040), Design Load: HS 20+Mod, Features Intersected: OVER SLIDE AREA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.195, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 37.5m (123.0ft), Curb-To-Curb Width: 22.5m (73.8ft), Out-to-Out Width: 24.3m (79.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 17.74m (58.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $500,000, Roadway Improvement Cost: $50,000, Total Project Cost: $715,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
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Structure Number: 19294, Location: 0MTOWISE CO& 0MTONCL NORT (Lat: 36.955139, Lng: -82.611300), Route carried "on" structure: Business US 23, Year Built: 1938, Year Reconstructed: 1995, Status: Open, Structure Length: 3.89m (12.76ft), Average Daily Traffic: 4,012 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 4,413 (year 2040), Design Load: HS 20+Mod, Features Intersected: GUEST RIVER@ NORTON, Facility Carried by Structure: ESSERVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.900, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.1m (62.7ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19294, Location: 0MTOWISE CO& 0MTONCL NORT (Lat: 36.955139, Lng: -82.611300), Route carried "on" structure: Business US 23, Year Built: 1938, Year Reconstructed: 1995, Status: Open, Structure Length: 3.89m (12.76ft), Average Daily Traffic: 4,012 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 4,413 (year 2040), Design Load: HS 20+Mod, Features Intersected: GUEST RIVER@ NORTON, Facility Carried by Structure: ESSERVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.900, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.1m (62.7ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 19368, Location: .28M TO 623 &2.22M TO 621 (Lat: 36.972778, Lng: -82.645800), Route carried "on" structure: County highway 610, Year Built: 1980, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 215 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 236 (year 2040), Design Load: HS 20+Mod, Features Intersected: POWELL RIVER, Facility Carried by Structure: DORCHESTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.921, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 72.6 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: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19368, Location: .28M TO 623 &2.22M TO 621 (Lat: 36.972778, Lng: -82.645800), Route carried "on" structure: County highway 610, Year Built: 1980, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 215 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 236 (year 2040), Design Load: HS 20+Mod, Features Intersected: POWELL RIVER, Facility Carried by Structure: DORCHESTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.921, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 72.6 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: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 19375, Location: .40M TO 623N&.10M TO 623S (Lat: 36.976133, Lng: -82.648144), Route carried "on" structure: County highway 610, Year Built: 1980, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 215 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 236 (year 2040), Design Load: HS 20+Mod, Features Intersected: POWELL RIVER, Facility Carried by Structure: POWELL RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.496, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, 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: 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: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19375, Location: .40M TO 623N&.10M TO 623S (Lat: 36.976133, Lng: -82.648144), Route carried "on" structure: County highway 610, Year Built: 1980, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 215 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 236 (year 2040), Design Load: HS 20+Mod, Features Intersected: POWELL RIVER, Facility Carried by Structure: POWELL RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.496, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, 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: 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: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 19376, Location: 2.13M TO 621& .37M TO 623 (Lat: 36.971425, Lng: -82.644056), Route carried "on" structure: County highway 610, Year Built: 1980, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 215 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 236 (year 2040), Design Load: HS 20+Mod, Features Intersected: POWELL RIVER, Facility Carried by Structure: DORCHESTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.788, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.8m (35.4ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, 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: 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: March 2022, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $25,000, Total Project Cost: $163,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19376, Location: 2.13M TO 621& .37M TO 623 (Lat: 36.971425, Lng: -82.644056), Route carried "on" structure: County highway 610, Year Built: 1980, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 215 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 236 (year 2040), Design Load: HS 20+Mod, Features Intersected: POWELL RIVER, Facility Carried by Structure: DORCHESTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.788, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.8m (35.4ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, 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: 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: March 2022, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $25,000, Total Project Cost: $163,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 19377, Location: 2.36M TO 621&.14M TO 623S (Lat: 36.973542, Lng: -82.647000), Route carried "on" structure: County highway 610, Year Built: 1965, Year Reconstructed: 1980, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 215 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 236 (year 2040), Design Load: HS 20+Mod, Features Intersected: POWELL RIVER, Facility Carried by Structure: DORCHESTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.158, 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: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 53.5 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, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Bridge Improvement Cost: $74,000, Roadway Improvement Cost: $25,000, Total Project Cost: $129,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 19377, Location: 2.36M TO 621&.14M TO 623S (Lat: 36.973542, Lng: -82.647000), Route carried "on" structure: County highway 610, Year Built: 1965, Year Reconstructed: 1980, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 215 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 236 (year 2040), Design Load: HS 20+Mod, Features Intersected: POWELL RIVER, Facility Carried by Structure: DORCHESTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.158, 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: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 53.5 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, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Bridge Improvement Cost: $74,000, Roadway Improvement Cost: $25,000, Total Project Cost: $129,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 19399, Location: .09MTo621&.01MToEndMaint. (Lat: 36.958408, Lng: -82.633478), Route carried "on" structure: County highway 803, Year Built: 1985, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 683 (year 2016), Average Future Daily Traffic: 765 (year 2040), Design Load: HS 20+Mod, Features Intersected: N FORK POWELL RIVER, Facility Carried by Structure: NEEDMORE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.015, 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: 14.6m (47.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $105,000, Roadway Improvement Cost: $25,000, Total Project Cost: $169,000 ( Estimate for 2018), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19399, Location: .09MTo621&.01MToEndMaint. (Lat: 36.958408, Lng: -82.633478), Route carried "on" structure: County highway 803, Year Built: 1985, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 683 (year 2016), Average Future Daily Traffic: 765 (year 2040), Design Load: HS 20+Mod, Features Intersected: N FORK POWELL RIVER, Facility Carried by Structure: NEEDMORE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.015, 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: 14.6m (47.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $105,000, Roadway Improvement Cost: $25,000, Total Project Cost: $169,000 ( Estimate for 2018), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 194, Location: 0.0M to 774 & 0.0M to 610 (Lat: 36.930761, Lng: -82.656472), Route carried "on" structure: County highway 621, Year Built: 1980, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 1,089 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,198 (year 2040), Design Load: HS 20+Mod, Features Intersected: POWELL RIVER, Facility Carried by Structure: DORCHESTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on 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: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 84.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $99,000, Roadway Improvement Cost: $10,000, Total Project Cost: $164,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 194, Location: 0.0M to 774 & 0.0M to 610 (Lat: 36.930761, Lng: -82.656472), Route carried "on" structure: County highway 621, Year Built: 1980, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 1,089 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,198 (year 2040), Design Load: HS 20+Mod, Features Intersected: POWELL RIVER, Facility Carried by Structure: DORCHESTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on 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: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 84.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $99,000, Roadway Improvement Cost: $10,000, Total Project Cost: $164,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 19449, Location: .33 TO DEAD END .00 TO23B (Lat: 36.928472, Lng: -82.690925), Route carried "on" structure: County highway 674, Year Built: 1942, Year Reconstructed: 1996, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 733 (year 2016), Average Future Daily Traffic: 1,085 (year 2040), Design Load: HS 20+Mod, Features Intersected: POWELL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.494, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.1m (69.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.23m (7.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19449, Location: .33 TO DEAD END .00 TO23B (Lat: 36.928472, Lng: -82.690925), Route carried "on" structure: County highway 674, Year Built: 1942, Year Reconstructed: 1996, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 733 (year 2016), Average Future Daily Traffic: 1,085 (year 2040), Design Load: HS 20+Mod, Features Intersected: POWELL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.494, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.1m (69.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.23m (7.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 19479, Location: .31M TO 783 & .05M TO 620 (Lat: 36.999625, Lng: -82.643392), Route carried "on" structure: County highway 771, Year Built: 1988, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 90 (year 2016), Average Future Daily Traffic: 133 (year 2040), Design Load: HS 20+Mod, Features Intersected: GUEST RIVER, Facility Carried by Structure: WAMPLER HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19479, Location: .31M TO 783 & .05M TO 620 (Lat: 36.999625, Lng: -82.643392), Route carried "on" structure: County highway 771, Year Built: 1988, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 90 (year 2016), Average Future Daily Traffic: 133 (year 2040), Design Load: HS 20+Mod, Features Intersected: GUEST RIVER, Facility Carried by Structure: WAMPLER HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 19483, Location: .35 M TO 610 &.15M TO 23B (Lat: 36.924511, Lng: -82.674861), Route carried "on" structure: County highway 790, Year Built: 1930, Year Reconstructed: 2007, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 209 (year 2016), Average Future Daily Traffic: 234 (year 2040), Design Load: HS 20+Mod, Features Intersected: POWELL RIVER, Facility Carried by Structure: WEST NORTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on 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: 23.6m (77.4ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.38m (7.81ft), 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: 19483, Location: .35 M TO 610 &.15M TO 23B (Lat: 36.924511, Lng: -82.674861), Route carried "on" structure: County highway 790, Year Built: 1930, Year Reconstructed: 2007, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 209 (year 2016), Average Future Daily Traffic: 234 (year 2040), Design Load: HS 20+Mod, Features Intersected: POWELL RIVER, Facility Carried by Structure: WEST NORTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on 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: 23.6m (77.4ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.38m (7.81ft), 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: 19485, Location: .06MWCL NORTON & .30 M770 (Lat: 36.927256, Lng: -82.656456), Route carried "on" structure: County highway 790, Year Built: 1910, Year Reconstructed: 2005, Status: Posted for load, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 460 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 506 (year 2040), Design Load: HS 20+Mod, Features Intersected: SBD SYSTEM RAILROAD, Facility Carried by Structure: WEST NORTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.365, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 4.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 2.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.51m (11.52ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19485, Location: .06MWCL NORTON & .30 M770 (Lat: 36.927256, Lng: -82.656456), Route carried "on" structure: County highway 790, Year Built: 1910, Year Reconstructed: 2005, Status: Posted for load, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 460 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 506 (year 2040), Design Load: HS 20+Mod, Features Intersected: SBD SYSTEM RAILROAD, Facility Carried by Structure: WEST NORTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.365, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 4.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 2.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.51m (11.52ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22438, Location: .18 MI FR ECL OF NORTON (Lat: 36.937036, Lng: -82.603114), Route carried "on" structure: State highway 74, Year Built: 1977, Status: Open, Structure Length: 3.92m (12.86ft), Average Daily Traffic: 965 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,062 (year 2040), Design Load: HS 20+Mod, Features Intersected: GUEST RIVER, Facility Carried by Structure: KENTUCKY AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.926, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.9m (42.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 77.1 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: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 22438, Location: .18 MI FR ECL OF NORTON (Lat: 36.937036, Lng: -82.603114), Route carried "on" structure: State highway 74, Year Built: 1977, Status: Open, Structure Length: 3.92m (12.86ft), Average Daily Traffic: 965 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,062 (year 2040), Design Load: HS 20+Mod, Features Intersected: GUEST RIVER, Facility Carried by Structure: KENTUCKY AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.926, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.9m (42.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 77.1 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: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 22439, Location: .55 MILES FR ECL (Lat: 36.941686, Lng: -82.593011), Route carried "on" structure: State highway 74, Year Built: 1977, Status: Open, Structure Length: 3.91m (12.83ft), Average Daily Traffic: 929 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,022 (year 2040), Design Load: HS 20+Mod, Features Intersected: GUEST RIVER, Facility Carried by Structure: KENTUCKY AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.282, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 53.5 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 desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 22439, Location: .55 MILES FR ECL (Lat: 36.941686, Lng: -82.593011), Route carried "on" structure: State highway 74, Year Built: 1977, Status: Open, Structure Length: 3.91m (12.83ft), Average Daily Traffic: 929 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,022 (year 2040), Design Load: HS 20+Mod, Features Intersected: GUEST RIVER, Facility Carried by Structure: KENTUCKY AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.282, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 53.5 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 desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 2244, Location: 0.91 MI FR ECL OF NORTON (Lat: 36.939522, Lng: -82.598328), Route carried "on" structure: State highway 74, Year Built: 1976, Status: Open, Structure Length: 3.91m (12.83ft), Average Daily Traffic: 965 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,062 (year 2040), Design Load: HS 20+Mod, Features Intersected: GUEST RIVER, Facility Carried by Structure: KENTUCKY AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.800, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 53.5 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 desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 2244, Location: 0.91 MI FR ECL OF NORTON (Lat: 36.939522, Lng: -82.598328), Route carried "on" structure: State highway 74, Year Built: 1976, Status: Open, Structure Length: 3.91m (12.83ft), Average Daily Traffic: 965 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,062 (year 2040), Design Load: HS 20+Mod, Features Intersected: GUEST RIVER, Facility Carried by Structure: KENTUCKY AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.800, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 53.5 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 desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 22441, Location: 0.65 MI FROM RT 58A (Lat: 36.929011, Lng: -82.646061), Route carried "on" structure: City street , Year Built: 1932, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,431 (year 1990), Truck Traffic: 6%, Average Future Daily Traffic: 3,647 (year 2038), Design Load: HS 20, Features Intersected: BENGES BRANCH, Facility Carried by Structure: MAIN AVENUE SW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, 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: 0.70m (2.30ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Bridge Improvement Cost: $48,000, Roadway Improvement Cost: $10,000, Total Project Cost: $75,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22441, Location: 0.65 MI FROM RT 58A (Lat: 36.929011, Lng: -82.646061), Route carried "on" structure: City street , Year Built: 1932, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,431 (year 1990), Truck Traffic: 6%, Average Future Daily Traffic: 3,647 (year 2038), Design Load: HS 20, Features Intersected: BENGES BRANCH, Facility Carried by Structure: MAIN AVENUE SW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, 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: 0.70m (2.30ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Bridge Improvement Cost: $48,000, Roadway Improvement Cost: $10,000, Total Project Cost: $75,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22444, Location: .02 MILE FRM 12TH ST (Lat: 36.939628, Lng: -82.595264), Route carried "on" structure: City street , Year Built: 1932, Year Reconstructed: 2012, Status: Posted for load, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 58 (year 1990), Average Future Daily Traffic: 87 (year 2038), Design Load: HS 20, Features Intersected: CLEAR CREEK, Facility Carried by Structure: ROSE AVENUE SE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Good, Operating Rating: 17.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, 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: 20.0 - 29.9% below), Length Of Structure Improvement: 1.13m (3.71ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $57,000, Roadway Improvement Cost: $25,000, Total Project Cost: $107,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 22444, Location: .02 MILE FRM 12TH ST (Lat: 36.939628, Lng: -82.595264), Route carried "on" structure: City street , Year Built: 1932, Year Reconstructed: 2012, Status: Posted for load, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 58 (year 1990), Average Future Daily Traffic: 87 (year 2038), Design Load: HS 20, Features Intersected: CLEAR CREEK, Facility Carried by Structure: ROSE AVENUE SE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Good, Operating Rating: 17.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, 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: 20.0 - 29.9% below), Length Of Structure Improvement: 1.13m (3.71ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $57,000, Roadway Improvement Cost: $25,000, Total Project Cost: $107,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 22445, Location: 0.01 MI FR 12TH ST (Lat: 36.926433, Lng: -82.636167), Route carried "on" structure: City street , Year Built: 1965, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 440 (year 1990), Truck Traffic: 3%, Average Future Daily Traffic: 660 (year 2038), Design Load: HS 20, Features Intersected: BENGES BRANCH, Facility Carried by Structure: LAUREL AVENUE SW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Bridge Improvement Cost: $73,000, Roadway Improvement Cost: $25,000, Total Project Cost: $127,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22445, Location: 0.01 MI FR 12TH ST (Lat: 36.926433, Lng: -82.636167), Route carried "on" structure: City street , Year Built: 1965, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 440 (year 1990), Truck Traffic: 3%, Average Future Daily Traffic: 660 (year 2038), Design Load: HS 20, Features Intersected: BENGES BRANCH, Facility Carried by Structure: LAUREL AVENUE SW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Bridge Improvement Cost: $73,000, Roadway Improvement Cost: $25,000, Total Project Cost: $127,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22446, Location: 0004RR AVE S 0002RR AVE N (Lat: 36.939378, Lng: -82.594856), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,194 (year 1990), Average Future Daily Traffic: 1,791 (year 2038), Design Load: HS 20, Features Intersected: CLEAR CREEK, Facility Carried by Structure: 12TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal 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: 9.1m (29.9ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $53,000, Roadway Improvement Cost: $25,000, Total Project Cost: $101,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 22446, Location: 0004RR AVE S 0002RR AVE N (Lat: 36.939378, Lng: -82.594856), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,194 (year 1990), Average Future Daily Traffic: 1,791 (year 2038), Design Load: HS 20, Features Intersected: CLEAR CREEK, Facility Carried by Structure: 12TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal 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: 9.1m (29.9ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $53,000, Roadway Improvement Cost: $25,000, Total Project Cost: $101,000, 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: 22447, Location: 1.52MTO 619&.00MTO 58A (Lat: 36.938417, Lng: -82.613189), Route carried "on" structure: US 23, Year Built: 1981, Year Reconstructed: 2002, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 17,961 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 20,917 (year 2040), Design Load: HS 20+Mod, Features Intersected: US-58A WBL; SR-283 NBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 69.911, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 33.5m (109.9ft), Out-to-Out Width: 34.7m (113.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 22447, Location: 1.52MTO 619&.00MTO 58A (Lat: 36.938417, Lng: -82.613189), Route carried "on" structure: US 23, Year Built: 1981, Year Reconstructed: 2002, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 17,961 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 20,917 (year 2040), Design Load: HS 20+Mod, Features Intersected: US-58A WBL; SR-283 NBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 69.911, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 33.5m (109.9ft), Out-to-Out Width: 34.7m (113.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 22449, Location: .48M TO 58A&.93M TO 23B (Lat: 36.947517, Lng: -82.612036), Route carried "on" structure: US 23, Year Built: 1981, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 17,961 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 20,917 (year 2040), Design Load: HS 20+Mod, Features Intersected: PRIVATE ENTRANCE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 74.883, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 27.4m (89.9ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $59,000, Roadway Improvement Cost: $25,000, Total Project Cost: $109,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22449, Location: .48M TO 58A&.93M TO 23B (Lat: 36.947517, Lng: -82.612036), Route carried "on" structure: US 23, Year Built: 1981, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 17,961 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 20,917 (year 2040), Design Load: HS 20+Mod, Features Intersected: PRIVATE ENTRANCE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 74.883, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 27.4m (89.9ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $59,000, Roadway Improvement Cost: $25,000, Total Project Cost: $109,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22451, Location: .11M TO 674 & .8OM TO 23 (Lat: 36.930247, Lng: -82.634378), Route carried "on" structure: City street 240, Year Built: 1954, Year Reconstructed: 1988, Status: Posted for load, Structure Length: 8.14m (26.71ft), Average Daily Traffic: 5,701 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 6,271 (year 2040), Design Load: HS 15, Features Intersected: NS; CSX INTERSTATE RR, Facility Carried by Structure: 11TH & MAIN -ST.SW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 6, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 25.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 8.14m (26.71ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Bridge Improvement Cost: $500,000, Roadway Improvement Cost: $61,000, Total Project Cost: $729,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Built-up, Deck Protection: Other
Structure Number: 22451, Location: .11M TO 674 & .8OM TO 23 (Lat: 36.930247, Lng: -82.634378), Route carried "on" structure: City street 240, Year Built: 1954, Year Reconstructed: 1988, Status: Posted for load, Structure Length: 8.14m (26.71ft), Average Daily Traffic: 5,701 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 6,271 (year 2040), Design Load: HS 15, Features Intersected: NS; CSX INTERSTATE RR, Facility Carried by Structure: 11TH & MAIN -ST.SW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 6, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 25.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 8.14m (26.71ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Bridge Improvement Cost: $500,000, Roadway Improvement Cost: $61,000, Total Project Cost: $729,000, 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: 22452, Location: 0.89 MI FROM INT. RT 23 (Lat: 36.933067, Lng: -82.622442), Route carried "on" structure: City street , Year Built: 1971, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 1,350 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,485 (year 2040), Design Load: HS 20, Features Intersected: LOST CREEK, Facility Carried by Structure: KENTUCKY AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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: March 2020
Structure Number: 22452, Location: 0.89 MI FROM INT. RT 23 (Lat: 36.933067, Lng: -82.622442), Route carried "on" structure: City street , Year Built: 1971, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 1,350 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,485 (year 2040), Design Load: HS 20, Features Intersected: LOST CREEK, Facility Carried by Structure: KENTUCKY AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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: March 2020
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Structure Number: 22453, Location: .25M TO 23N&.08M TO 23S (Lat: 36.937311, Lng: -82.619231), Route carried "on" structure: Alternate US 58, Year Built: 1981, Status: Open, Structure Length: 17.37m (56.99ft), Average Daily Traffic: 9,335 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 10,268 (year 2040), Design Load: HS 20+Mod, Features Intersected: GUEST RV & NS RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.657, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 37.5m (123.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 19.7m (64.6ft), Out-to-Out Width: 23.2m (76.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 72.6 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: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 17.37m (56.99ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2021, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $1,200,000, Roadway Improvement Cost: $250,000, Total Project Cost: $1,885,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 22453, Location: .25M TO 23N&.08M TO 23S (Lat: 36.937311, Lng: -82.619231), Route carried "on" structure: Alternate US 58, Year Built: 1981, Status: Open, Structure Length: 17.37m (56.99ft), Average Daily Traffic: 9,335 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 10,268 (year 2040), Design Load: HS 20+Mod, Features Intersected: GUEST RV & NS RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.657, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 37.5m (123.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 19.7m (64.6ft), Out-to-Out Width: 23.2m (76.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 72.6 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: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 17.37m (56.99ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2021, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $1,200,000, Roadway Improvement Cost: $250,000, Total Project Cost: $1,885,000 ( Estimate for 2018), 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: 22454, Location: .58M TO 681 & .75M TO 23N (Lat: 36.942094, Lng: -82.598806), Route carried "on" structure: Alternate US 58, Year Built: 1987, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 4,788 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 5,268 (year 2040), Design Load: HS 20+Mod, Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.008, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very 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: Somewhat better than minimum adequacy, Deck Geometry: 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: 22454, Location: .58M TO 681 & .75M TO 23N (Lat: 36.942094, Lng: -82.598806), Route carried "on" structure: Alternate US 58, Year Built: 1987, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 4,788 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 5,268 (year 2040), Design Load: HS 20+Mod, Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.008, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very 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: Somewhat better than minimum adequacy, Deck Geometry: 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: 22455, Location: .58M TO 681 &.75M TO 23N (Lat: 36.942222, Lng: -82.598931), Route carried "on" structure: Alternate US 58, Year Built: 1987, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 4,788 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 5,268 (year 2040), Design Load: HS 20+Mod, Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.008, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 22455, Location: .58M TO 681 &.75M TO 23N (Lat: 36.942222, Lng: -82.598931), Route carried "on" structure: Alternate US 58, Year Built: 1987, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 4,788 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 5,268 (year 2040), Design Load: HS 20+Mod, Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.008, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 22456, Location: 0.23 MI TO INT RT 58A (Lat: 36.935992, Lng: -82.620331), Route carried "on" structure: State highway 74, Year Built: 1971, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,038 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,589 (year 2040), Design Load: HS 20, Features Intersected: LOST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.386, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: 22456, Location: 0.23 MI TO INT RT 58A (Lat: 36.935992, Lng: -82.620331), Route carried "on" structure: State highway 74, Year Built: 1971, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,038 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,589 (year 2040), Design Load: HS 20, Features Intersected: LOST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.386, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
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Structure Number: 22457, Location: 1.60 621 N & .70 621 S (Lat: 36.937997, Lng: -82.645892), Route carried "on" structure: City street 610, Year Built: 1980, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 442 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 486 (year 2040), Design Load: HS 20+Mod, Features Intersected: POWELL RIVER, Facility Carried by Structure: DORCHESTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, 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: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 79.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 22457, Location: 1.60 621 N & .70 621 S (Lat: 36.937997, Lng: -82.645892), Route carried "on" structure: City street 610, Year Built: 1980, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 442 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 486 (year 2040), Design Load: HS 20+Mod, Features Intersected: POWELL RIVER, Facility Carried by Structure: DORCHESTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, 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: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 79.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 23239, Location: 2.55M TO 622 &.04M TO 717 (Lat: 36.906250, Lng: -82.670731), Route carried "on" structure: County highway 610, Year Built: 1991, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 545 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 600 (year 2040), Design Load: HS 20, Features Intersected: BUTCHER CREEK, Facility Carried by Structure: POWELL VALLEY RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.364, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, 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: 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: December 2021
Structure Number: 23239, Location: 2.55M TO 622 &.04M TO 717 (Lat: 36.906250, Lng: -82.670731), Route carried "on" structure: County highway 610, Year Built: 1991, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 545 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 600 (year 2040), Design Load: HS 20, Features Intersected: BUTCHER CREEK, Facility Carried by Structure: POWELL VALLEY RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.364, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, 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: 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: December 2021
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Structure Number: 2405, Location: .15M TO 612 & .85M TO 657 (Lat: 36.901550, Lng: -82.678100), Route carried "on" structure: County highway 610, Year Built: 1994, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 560 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 684 (year 2040), Design Load: HL 93, Features Intersected: BUTCHER CREEK, Facility Carried by Structure: POWELL VALLEY RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.125, 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: 7.6m (24.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 86.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2405, Location: .15M TO 612 & .85M TO 657 (Lat: 36.901550, Lng: -82.678100), Route carried "on" structure: County highway 610, Year Built: 1994, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 560 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 684 (year 2040), Design Load: HL 93, Features Intersected: BUTCHER CREEK, Facility Carried by Structure: POWELL VALLEY RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.125, 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: 7.6m (24.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 86.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 24362, Location: 1.45M TO 58A&.0M TO 619 (Lat: 36.928239, Lng: -82.635661), Route carried "on" structure: US 23, Year Built: 1995, Status: Open, Structure Length: 6.26m (20.54ft), Average Daily Traffic: 13,119 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 18,263 (year 2040), Design Load: HS 25 or greater, Features Intersected: Route 619
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.337, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.4m (116.1ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 35.4m (116.1ft), Out-to-Out Width: 36.4m (119.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 24362, Location: 1.45M TO 58A&.0M TO 619 (Lat: 36.928239, Lng: -82.635661), Route carried "on" structure: US 23, Year Built: 1995, Status: Open, Structure Length: 6.26m (20.54ft), Average Daily Traffic: 13,119 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 18,263 (year 2040), Design Load: HS 25 or greater, Features Intersected: Route 619
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.337, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.4m (116.1ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 35.4m (116.1ft), Out-to-Out Width: 36.4m (119.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, 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: 24364, Location: .70M TO 58A & .75M TO 619 (Lat: 36.931439, Lng: -82.622139), Route carried "on" structure: US 23, Year Built: 1995, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 13,119 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 18,263 (year 2040), Design Load: HS 20, Features Intersected: Lost Creek Dr SW;Lost Ck
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 68.640, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 29.1m (95.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 24364, Location: .70M TO 58A & .75M TO 619 (Lat: 36.931439, Lng: -82.622139), Route carried "on" structure: US 23, Year Built: 1995, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 13,119 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 18,263 (year 2040), Design Load: HS 20, Features Intersected: Lost Creek Dr SW;Lost Ck
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 68.640, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 29.1m (95.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, 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: 24365, Location: 0.15 RTE 58; 1.15 RTE 619 (Lat: 36.934400, Lng: -82.615544), Route carried "on" structure: US 23, Year Built: 1995, Status: Open, Structure Length: 22.94m (75.26ft), Average Daily Traffic: 13,119 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 18,263 (year 2040), Design Load: HS 25 or greater, Features Intersected: KY.AV(SR74);NS;GUEST RV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 69.525, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.7m (104.0ft), Skew: 33 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 31.7m (104.0ft), Out-to-Out Width: 32.6m (107.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 24365, Location: 0.15 RTE 58; 1.15 RTE 619 (Lat: 36.934400, Lng: -82.615544), Route carried "on" structure: US 23, Year Built: 1995, Status: Open, Structure Length: 22.94m (75.26ft), Average Daily Traffic: 13,119 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 18,263 (year 2040), Design Load: HS 25 or greater, Features Intersected: KY.AV(SR74);NS;GUEST RV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 69.525, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.7m (104.0ft), Skew: 33 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 31.7m (104.0ft), Out-to-Out Width: 32.6m (107.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 25589, Location: 0.01 ML FR PARK AVE (Lat: 36.940089, Lng: -82.620300), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 2.70m (8.86ft), Average Daily Traffic: 608 (year 1990), Average Future Daily Traffic: 912 (year 2038), Design Load: HS 20, Features Intersected: GUEST RIVER, Facility Carried by Structure: 2ND STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.4m (37.4ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.0m (88.6ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 88.9 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: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 25589, Location: 0.01 ML FR PARK AVE (Lat: 36.940089, Lng: -82.620300), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 2.70m (8.86ft), Average Daily Traffic: 608 (year 1990), Average Future Daily Traffic: 912 (year 2038), Design Load: HS 20, Features Intersected: GUEST RIVER, Facility Carried by Structure: 2ND STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.4m (37.4ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.0m (88.6ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 88.9 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: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 27878, Location: 3.95MTO610&.06MTO610 (Lat: 36.957686, Lng: -82.634525), Route carried "on" structure: County highway 621, Year Built: 2005, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 683 (year 2016), Average Future Daily Traffic: 765 (year 2040), Design Load: HS 20+Mod, Features Intersected: N FORK POWELL RIVER, Facility Carried by Structure: BEAR BRANCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 72.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: 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, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 27878, Location: 3.95MTO610&.06MTO610 (Lat: 36.957686, Lng: -82.634525), Route carried "on" structure: County highway 621, Year Built: 2005, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 683 (year 2016), Average Future Daily Traffic: 765 (year 2040), Design Load: HS 20+Mod, Features Intersected: N FORK POWELL RIVER, Facility Carried by Structure: BEAR BRANCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 72.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: 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, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 19255, Location: 0.01 TO 621; 0.15 TO 610 (Lat: 36.930031, Lng: -82.657861), Route carried "under" structure: County highway 610, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 199 (year 2016), Features Intersected: RTE 610 & POWELL RIVER, Facility Carried by Structure: KENT JUNCTION RD.
Minimum Vertical Clearance: 3.61m (11.84ft), Kilometerpoint: 16.378, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft)
Structure Number: 19255, Location: 0.01 TO 621; 0.15 TO 610 (Lat: 36.930031, Lng: -82.657861), Route carried "under" structure: County highway 610, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 199 (year 2016), Features Intersected: RTE 610 & POWELL RIVER, Facility Carried by Structure: KENT JUNCTION RD.
Minimum Vertical Clearance: 3.61m (11.84ft), Kilometerpoint: 16.378, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft)
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Structure Number: 22447, Location: 1.52MTO 619&.00MTO 58A (Lat: 36.938417, Lng: -82.613189), Route carried "under" structure: Alternate State highway 58, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 10,786 (year 2019), Truck Traffic: 7%, Features Intersected: US-58A WBL; SR-283 NBL
Minimum Vertical Clearance: 5.94m (19.49ft), Kilometerpoint: 61.882, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft)
Structure Number: 22447, Location: 1.52MTO 619&.00MTO 58A (Lat: 36.938417, Lng: -82.613189), Route carried "under" structure: Alternate State highway 58, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 10,786 (year 2019), Truck Traffic: 7%, Features Intersected: US-58A WBL; SR-283 NBL
Minimum Vertical Clearance: 5.94m (19.49ft), Kilometerpoint: 61.882, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft)
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Structure Number: 24362, Location: 1.45M TO 58A&.0M TO 619 (Lat: 36.928239, Lng: -82.635661), Route carried "under" structure: City street 240, Year Built: 1995, Structure Length: 0. m, Average Daily Traffic: 10,786 (year 2019), Truck Traffic: 9%, Features Intersected: Route 619, Facility Carried by Structure: 23/58AOrbyCantrell
Minimum Vertical Clearance: 6.07m (19.91ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
Structure Number: 24362, Location: 1.45M TO 58A&.0M TO 619 (Lat: 36.928239, Lng: -82.635661), Route carried "under" structure: City street 240, Year Built: 1995, Structure Length: 0. m, Average Daily Traffic: 10,786 (year 2019), Truck Traffic: 9%, Features Intersected: Route 619, Facility Carried by Structure: 23/58AOrbyCantrell
Minimum Vertical Clearance: 6.07m (19.91ft), Kilometerpoint: 0.000, Lanes on structure: 4, 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: 24364, Location: .70M TO 58A & .75M TO 619 (Lat: 36.931439, Lng: -82.622139), Route carried "under" structure: City street , Year Built: 1995, Structure Length: 0. m, Average Daily Traffic: 15,471 (year 2008), Truck Traffic: 9%, Features Intersected: Lost Creek Dr SW;Lost Ck, Facility Carried by Structure: 23/58A
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.2m (122.0ft)
Structure Number: 24364, Location: .70M TO 58A & .75M TO 619 (Lat: 36.931439, Lng: -82.622139), Route carried "under" structure: City street , Year Built: 1995, Structure Length: 0. m, Average Daily Traffic: 15,471 (year 2008), Truck Traffic: 9%, Features Intersected: Lost Creek Dr SW;Lost Ck, Facility Carried by Structure: 23/58A
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 0.000, Lanes on structure: 4, 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: 24365, Location: 0.15 RTE 58; 1.15 RTE 619 (Lat: 36.934400, Lng: -82.615544), Route carried "under" structure: State highway 74, Year Built: 1995, Structure Length: 0. m, Average Daily Traffic: 1,575 (year 2008), Truck Traffic: 3%, Features Intersected: KY.AV(SR74);NS;GUEST RV, Facility Carried by Structure: 23/58A
Minimum Vertical Clearance: 9.02m (29.59ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.7m (149.9ft)
Structure Number: 24365, Location: 0.15 RTE 58; 1.15 RTE 619 (Lat: 36.934400, Lng: -82.615544), Route carried "under" structure: State highway 74, Year Built: 1995, Structure Length: 0. m, Average Daily Traffic: 1,575 (year 2008), Truck Traffic: 3%, Features Intersected: KY.AV(SR74);NS;GUEST RV, Facility Carried by Structure: 23/58A
Minimum Vertical Clearance: 9.02m (29.59ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.7m (149.9ft)