Bridge Statistics for Lexington, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 15162,  Location: 0.82 TO 834 & 0.20 TO 678 (Lat: 37.714356,  Lng: -79.471675),  Route carried "on" structure: US 11,  Year Built: 1940,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 3,305 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,672 (year 2040),  Design Load: H 15,  Features Intersected: BUFFALO CREEK,  Facility Carried by Structure: SOUTH LEE HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 317.930,  Lanes on structure: 3,  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: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 29.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: 7.25m (23.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $90,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $110,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 15178,  Location: 1.00 TO 11N & 1.00 TO 11S (Lat: 37.777547,  Lng: -79.434311),  Route carried "on" structure: Bypass US 11,  Year Built: 1955,  Status: Open,  Structure Length: 3.80m (12.47ft),  Average Daily Traffic: 7,123 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,721 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 60
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 326.300,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.81m (12.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $180,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $275,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 15183,  Location: 0.01 TO 843 & 0.45 TO 764 (Lat: 37.725539,  Lng: -79.469064),  Route carried "on" structure: US 11,  Year Built: 1938,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 3,305 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,672 (year 2040),  Design Load: HS 20,  Features Intersected: TRIB BUFFALO CREEK,  Facility Carried by Structure: SOUTH LEE HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 319.282,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  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

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Structure Number: 15218,  Location: .55 TO 669E & .01 TO 669 (Lat: 37.807861,  Lng: -79.472731),  Route carried "on" structure: US 60,  Year Built: 1928,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 1.87m (6.14ft),  Average Daily Traffic: 3,489 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,838 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WHISTLE CREEK,  Facility Carried by Structure: WEST MIDLAND TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 89.620,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.89m (6.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $165,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 15227,  Location: 0.60 To 879 & 0.40 To 819 (Lat: 37.756856,  Lng: -79.410206),  Route carried "on" structure: US 60,  Year Built: 1966,  Status: Open,  Structure Length: 8.43m (27.66ft),  Average Daily Traffic: 5,908 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,271 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE I 81,  Facility Carried by Structure: East Midland Trail
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 97.904,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.44m (27.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $120,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $145,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 15229,  Location: 0.60 To F879 & .40 To 819 (Lat: 37.757025,  Lng: -79.410094),  Route carried "on" structure: US 60,  Year Built: 1966,  Status: Open,  Structure Length: 8.43m (27.66ft),  Average Daily Traffic: 5,908 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,271 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE I 81
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 97.904,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 56.2 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.44m (27.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $120,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $145,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 15348,  Location: 0.35 TO 674 & 0.50 TO 670 (Lat: 37.750053,  Lng: -79.500992),  Route carried "on" structure: State highway 251,  Year Built: 1972,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 1,777 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,955 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TRID BUFFALO CREEK,  Facility Carried by Structure: Collierstown Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.805,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.01m (3.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $25,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $35,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 15516,  Location: 0.10 TO 60W & 0.60 TO 60E (Lat: 37.820058,  Lng: -79.492008),  Route carried "on" structure: County highway 640,  Year Built: 1932,  Year Reconstructed: 1976,  Status: Posted for load,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 54 (year 2013),  Average Future Daily Traffic: 79 (year 2040),  Features Intersected: WHISTLE CREEK,  Facility Carried by Structure: EDGARS WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.154,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 3.4m (11.2ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.3m (20.7ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 15517,  Location: 0.0 TO 60 & 1.39 TO 673 (Lat: 37.812758,  Lng: -79.481319),  Route carried "on" structure: County highway 641,  Year Built: 1932,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 381 (year 2013),  Average Future Daily Traffic: 480 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WHISTLE CREEK,  Facility Carried by Structure: JACKTOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.204,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.0m (16.4ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 59.0 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,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $56,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $60,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy

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Structure Number: 1552,  Location: 1.00 TO 638 & 0.00 TO 673 (Lat: 37.807961,  Lng: -79.500500),  Route carried "on" structure: County highway 641,  Year Built: 1970,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 307 (year 2017),  Average Future Daily Traffic: 333 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TRIB WHISTLE CREEK,  Facility Carried by Structure: JACKTOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.969,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.2m (20.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  Operating Rating: 79.8 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $60,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $75,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy

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Structure Number: 15565,  Location: 1.40 TO END & 0.10 TO 669 (Lat: 37.807589,  Lng: -79.464342),  Route carried "on" structure: County highway 665,  Year Built: 1932,  Status: Open,  Structure Length: 1.67m (5.48ft),  Average Daily Traffic: 96 (year 2013),  Average Future Daily Traffic: 148 (year 2040),  Features Intersected: WHISTLE CREEK,  Facility Carried by Structure: COLD RUN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 4.5m (14.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Fair,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.62m (5.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $220,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $330,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 15569,  Location: 0.05 TO 60 & 0.35 TO 670 (Lat: 37.807892,  Lng: -79.473892),  Route carried "on" structure: County highway 669,  Year Built: 1932,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 516 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 517 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WHISTLE CREEK,  Facility Carried by Structure: BEATTY HOLLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.8m (22.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1557,  Location: 0.10 TO 60 & 0.30 TO 670 (Lat: 37.807044,  Lng: -79.473983),  Route carried "on" structure: County highway 669,  Year Built: 1932,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 516 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 517 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WALTERS CREEK,  Facility Carried by Structure: BEATTY HOLLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.3m (20.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

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: 65.3 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: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy

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Structure Number: 15571,  Location: 0.20 TO 251 & 0.30 TO END (Lat: 37.742575,  Lng: -79.506656),  Route carried "on" structure: County highway 670,  Year Built: 1932,  Status: Posted for load,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 30 (year 2013),  Average Future Daily Traffic: 46 (year 2040),  Features Intersected: BUFFALO CREEK,  Facility Carried by Structure: MATEER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.703,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 3.0m (9.8ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 3.4m (11.2ft),  Out-to-Out Width: 3.6m (11.8ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 10.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 6.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $275,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $315,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 15577,  Location: .01 TO ECLL & 1.60 TO 701 (Lat: 37.773961,  Lng: -79.439481),  Route carried "on" structure: Bypass County highway 671,  Year Built: 1955,  Status: Open,  Structure Length: 5.11m (16.77ft),  Average Daily Traffic: 185 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 204 (year 2040),  Design Load: HS 15,  Features Intersected: RTE 11 BP,  Facility Carried by Structure: OLD FARM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.110,  Lanes on structure: 2,  Lanes under 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: 4,  Length of Maximum Span: 14.8m (48.6ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 38.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 29.8 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,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.12m (16.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $255,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $300,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 15584,  Location: 0.06 TO 753 & 1.44 TO 675 (Lat: 37.737600,  Lng: -79.502067),  Route carried "on" structure: County highway 674,  Year Built: 1932,  Status: Posted for load,  Structure Length: 3.45m (11.32ft),  Average Daily Traffic: 38 (year 2013),  Average Future Daily Traffic: 43 (year 2040),  Features Intersected: BUFFALO CREEK,  Facility Carried by Structure: ZOLLMANS MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.525,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 1.9m (6.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 3.5m (11.5ft),  Out-to-Out Width: 3.6m (11.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Fair,  Operating Rating: 18.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 10.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: High priority of replacement,  Length Of Structure Improvement: 3.44m (11.29ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $800,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,010,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 15631,  Location: 0.03 TO 700N & .38 TO 735 (Lat: 37.740572,  Lng: -79.423375),  Route carried "on" structure: County highway 699,  Year Built: 1966,  Status: Open,  Structure Length: 11.27m (36.98ft),  Average Daily Traffic: 386 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 425 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE I 81,  Facility Carried by Structure: WESLEY CHAPEL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.333,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 19.7m (64.6ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 11.28m (37.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $210,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $250,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20473,  Location: 0001H SUCKL H0002MCCLAU S (Lat: 37.784725,  Lng: -79.449961),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Posted for load,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 1,854 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,596 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WOODS CREEK,  Facility Carried by Structure: LIME KILN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 9.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 7.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20474,  Location: 0010HAMRIC ST0003THORNHL (Lat: 37.771600,  Lng: -79.451175),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 300 (year 1981),  Average Future Daily Traffic: 600 (year 2027),  Design Load: HS 20,  Features Intersected: SARAH'S RUN,  Facility Carried by Structure: WELCH PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 20475,  Location: .01 OVERHL DR & .3 11S (Lat: 37.782961,  Lng: -79.452169),  Route carried "on" structure: City street ,  Year Built: 1926,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 550 (year 1981),  Average Future Daily Traffic: 1,100 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: WOOD'S CREEK,  Facility Carried by Structure: JORDON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 5.6m (18.4ft),  Out-to-Out Width: 5.9m (19.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $70,000,  Roadway Improvement Cost: $5,000,  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: 20476,  Location: 0010DEAD END 001011 S (Lat: 37.791847,  Lng: -79.429333),  Route carried "on" structure: City street ,  Year Built: 1953,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 4,000 (year 1981),  Average Future Daily Traffic: 10,204 (year 2040),  Features Intersected: WOOD'S CREEK,  Facility Carried by Structure: N. MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.62m (5.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $120,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $130,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20477,  Location: 0008DEAD END 001211 S (Lat: 37.792347,  Lng: -79.429489),  Route carried "on" structure: City street ,  Year Built: 1930,  Status: Posted for load,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 250 (year 2011),  Average Future Daily Traffic: 396 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MILL RACE,  Facility Carried by Structure: MOSES MILL RD
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: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 26.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 15.4 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $30,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $35,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20478,  Location: 000911A 009060 (Lat: 37.789575,  Lng: -79.429564),  Route carried "on" structure: Ramp US 11,  Year Built: 1955,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 7,243 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,942 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 11-Bypass
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.33m (14.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $490,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $500,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20483,  Location: .98 ECL LEX & .47 WCL LEX (Lat: 37.787747,  Lng: -79.447836),  Route carried "on" structure: US 60,  Year Built: 1928,  Status: Open,  Structure Length: 3.89m (12.76ft),  Average Daily Traffic: 4,872 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,359 (year 2040),  Design Load: H 15,  Features Intersected: WOODS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.085,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.0m (42.7ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $225,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $240,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 27345,  Location: 0.06 TO 631 & .09 TO 11A (Lat: 37.791608,  Lng: -79.427742),  Route carried "on" structure: US 11,  Year Built: 2002,  Status: Open,  Structure Length: 19.05m (62.50ft),  Average Daily Traffic: 16,006 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 22,408 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MAURY RIVER,  Facility Carried by Structure: North Lee Highway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 327.979,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 42.0m (137.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than 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: 30373,  Location: .11 rte 11 N Business (Lat: 37.782972,  Lng: -79.441278),  Route carried "on" structure: US 60,  Year Built: 2014,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 6,183 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,801 (year 2040),  Design Load: HL 93,  Features Intersected: PK LOT & VARNER LANE,  Facility Carried by Structure: E NELSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.284,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 73.5 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable 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,  Deck Protection: Other

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Structure Number: 31315,  Location: 0.38 LETCHER AVE-0.17 END (Lat: 37.792414,  Lng: -79.437744),  Route carried "on" structure: State highway 303,  Year Built: 2020,  Status: Open,  Structure Length: 3.74m (12.27ft),  Average Daily Traffic: 903 (year 1986),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,800 (year 2037),  Design Load: HL 93,  Features Intersected: WOODS CREEK,  Facility Carried by Structure: ANDERSON DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.274,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.6m (103.7ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 95.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 64.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.47m (8.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $375,000,  Roadway Improvement Cost: $65,000,  Total Project Cost: $500,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Other Coated Reinforcing

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Structure Number: 15178,  Location: 1.00 TO 11N & 1.00 TO 11S (Lat: 37.777547,  Lng: -79.434311),  Route carried "under" structure: US 60,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 11,675 (year 2008),  Truck Traffic: 3%,  Features Intersected: RTE 60,  Facility Carried by Structure: Rte 11 Bypass
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 94.464,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 15227,  Location: 0.60 To 879 & 0.40 To 819 (Lat: 37.756856,  Lng: -79.410206),  Route carried "under" structure: Interstate 81,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 18,333 (year 2008),  Truck Traffic: 17%,  Features Intersected: RTE I 81,  Facility Carried by Structure: East Midland Trail
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 304.391,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 15229,  Location: 0.60 To F879 & .40 To 819 (Lat: 37.757025,  Lng: -79.410094),  Route carried "under" structure: Interstate 81,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 18,333 (year 2008),  Truck Traffic: 17%,  Features Intersected: RTE I 81,  Facility Carried by Structure: WBL ROUTE 0060
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 304.407,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 15577,  Location: .01 TO ECLL & 1.60 TO 701 (Lat: 37.773961,  Lng: -79.439481),  Route carried "under" structure: Bypass US 11,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 8,100 (year 2018),  Truck Traffic: 3%,  Features Intersected: RTE 11 BP,  Facility Carried by Structure: OLD FARM ROAD
Minimum Vertical Clearance: 6.04m (19.82ft),  Kilometerpoint: 325.694,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.8m (48.6ft)

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Structure Number: 15631,  Location: 0.03 TO 700N & .38 TO 735 (Lat: 37.740572,  Lng: -79.423375),  Route carried "under" structure: Interstate 81,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 42,000 (year 2018),  Truck Traffic: 32%,  Features Intersected: RTE I 81,  Facility Carried by Structure: WESLEY CHAPEL RD
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 302.218,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.7m (64.6ft)

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Structure Number: 20478,  Location: 000911A 009060 (Lat: 37.789575,  Lng: -79.429564),  Route carried "under" structure: Alternate US 11,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 4,800 (year 1994),  Features Intersected: ROUTE 11-Bypass
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)