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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 in Norton, VA - historical statistics
  • New bridges - historical statistics
  • 11910-1919
  • 41930-1939
  • 11940-1949
  • 11950-1959
  • 41960-1969
  • 51970-1979
  • 141980-1989
  • 101990-1999
  • 12000-2009
Reconstructed bridges in Norton, VA - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 21980-1989
  • 31990-1999
  • 32000-2009
  • 12010-2019
Average Bridge Daily Traffic in Norton, VA
Average Bridge Truck Traffic in Norton, VA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 36.4%Good
  • 51.5%Satisfactory
  • 9.1%Fair
  • 3.0%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 6.1%Very good
  • 27.3%Good
  • 48.5%Satisfactory
  • 12.1%Fair
  • 6.1%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 51.5%Good
  • 33.3%Satisfactory
  • 12.1%Fair
  • 3.0%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 26.7%Very good
  • 13.3%Good
  • 56.7%Satisfactory
  • 3.3%Fair
Bridge Condition - Culverts
  • 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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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)

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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)

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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)

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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)

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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)

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