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

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Structure Number: 4851,  Location: 0.00-CharCL/ 0.00-HalfxCL (Lat: 36.836953,  Lng: -78.666242),  Route carried "on" structure: State highway 92,  Year Built: 1930,  Status: Closed,  Structure Length: 29.26m (96.00ft),  Average Daily Traffic: 409 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 421 (year 2040),  Design Load: H 15,  Features Intersected: Staunton River,  Facility Carried by Structure: Jeb Stuart Highway
Minimum Vertical Clearance: 4.41m (14.47ft),  Kilometerpoint: 36.991,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 15,  Length of Maximum Span: 37.2m (122.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Serious,  Superstructure: Imminent failure,  Substructure: Poor,  Channel: Satisfactory,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 28.96m (95.01ft),  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2021,  Other Special Inspection Date: Febuary 2021,  Bridge Improvement Cost: $4,858,000,  Roadway Improvement Cost: $486,000,  Total Project Cost: $7,287,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4857,  Location: 0.00-Hal.Co./ 0.00-Char.C (Lat: 36.827594,  Lng: -78.688056),  Route carried "on" structure: US 360,  Year Built: 1969,  Status: Open,  Structure Length: 17.74m (58.20ft),  Average Daily Traffic: 2,451 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 3,433 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Staunton River,  Facility Carried by Structure: Kings Highway EBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 75.156,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 20.9m (68.6ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2021,  Underwater Inspection Date: June 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4858,  Location: 0.00-Hal.Co/0.00-Char.Co (Lat: 36.827775,  Lng: -78.688064),  Route carried "on" structure: US 360,  Year Built: 1969,  Status: Open,  Structure Length: 17.74m (58.20ft),  Average Daily Traffic: 2,451 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 3,433 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Staunton River,  Facility Carried by Structure: Kings Highway WBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 75.156,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 20.9m (68.6ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2021,  Underwater Inspection Date: June 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4873,  Location: 2.93-Rt 637 / 0.02-Rt 641 (Lat: 36.893381,  Lng: -78.697311),  Route carried "on" structure: County highway 607,  Year Built: 1969,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 115 (year 2015),  Average Future Daily Traffic: 129 (year 2040),  Features Intersected: Roanoke Creek,  Facility Carried by Structure: River Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.909,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.3m (56.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.73m (18.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $579,000,  Roadway Improvement Cost: $58,000,  Total Project Cost: $869,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4875,  Location: 0.05 to 611 - 0.35 to 360 (Lat: 36.842658,  Lng: -78.641558),  Route carried "on" structure: County highway 608,  Year Built: 1932,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 233 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 256 (year 2040),  Design Load: HS 20,  Features Intersected: Sandy Creek,  Facility Carried by Structure: Rocky Branch Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.812,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  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: Satisfactory,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 5411,  Location: 1.70 TO 663 -0.85 TO 7WBL (Lat: 39.132650,  Lng: -77.887853),  Route carried "on" structure: County highway 603,  Year Built: 1932,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 240 (year 2015),  Average Future Daily Traffic: 360 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WHEAT SPRING BRANCH,  Facility Carried by Structure: CASTLEMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.047,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  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: 7.2m (23.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 67.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy

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Structure Number: 5749,  Location: 0.85 to 628 - 0.05 to 666 (Lat: 37.532883,  Lng: -78.275417),  Route carried "on" structure: County highway 629,  Year Built: 1933,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 217 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 313 (year 2040),  Features Intersected: Bear Creek,  Facility Carried by Structure: Oak Hill Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.114,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.9m (19.4ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.92m (6.30ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $194,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $291,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 918,  Location: 1.60-Rt 722/0.62-Rt 92 (Lat: 36.814694,  Lng: -78.747003),  Route carried "on" structure: US 360,  Year Built: 1950,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 2,569 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 3,597 (year 2040),  Design Load: HS 20,  Features Intersected: NS Railway,  Facility Carried by Structure: James D Hagood Hy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 69.737,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.61m (18.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $931,000,  Roadway Improvement Cost: $93,000,  Total Project Cost: $1,396,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9191,  Location: 1.60 TO 720 - 0.70 TO 721 (Lat: 36.806975,  Lng: -78.759792),  Route carried "on" structure: US 360,  Year Built: 1965,  Status: Open,  Structure Length: 1.30m (4.27ft),  Average Daily Traffic: 5,138 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 5,532 (year 2040),  Design Load: HS 20,  Features Intersected: Piney Creek,  Facility Carried by Structure: James D Hagood Hy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 68.257,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Inventory Rating: 65.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,088,000,  Roadway Improvement Cost: $109,000,  Total Project Cost: $1,632,000

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Structure Number: 9195,  Location: 1.60-Rt 721 / 0.62-Rt. 92 (Lat: 36.814869,  Lng: -78.747022),  Route carried "on" structure: US 360,  Year Built: 1969,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 2,569 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 3,597 (year 2040),  Features Intersected: NS Railway,  Facility Carried by Structure: James D Hagood Hy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 69.755,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.1m (69.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 9213,  Location: 2.27 to 746 - 0.78 to 855 (Lat: 36.885919,  Lng: -78.713917),  Route carried "on" structure: County highway 600,  Year Built: 1969,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 1.54m (5.05ft),  Average Daily Traffic: 270 (year 2017),  Average Future Daily Traffic: 301 (year 2040),  Features Intersected: Black Walnut Creek,  Facility Carried by Structure: Black Walnut Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.955,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  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: 7.5m (24.6ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.35m (7.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $410,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $614,000 ( Estimate for 2015),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Other

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Structure Number: 9338,  Location: 0.0-Charlotte/0.0-Halifax (Lat: 36.914686,  Lng: -78.741108),  Route carried "on" structure: County highway 746,  Year Built: 1984,  Status: Open,  Structure Length: 25.08m (82.28ft),  Average Daily Traffic: 595 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 736 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Staunton River,  Facility Carried by Structure: Mt. Laurel Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.103,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2020,  Underwater Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 24674,  Location: 0.50 TO 722 - 1.20 TO 360 (Lat: 36.790569,  Lng: -78.756442),  Route carried "on" structure: County highway 721,  Year Built: 1996,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 105 (year 2020),  Average Future Daily Traffic: 147 (year 2040),  Features Intersected: Piney Creek,  Facility Carried by Structure: Piney Creek Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.923,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: 24729,  Location: 0.60 TO 746 - 0.70 TO 616 (Lat: 36.901806,  Lng: -78.765547),  Route carried "on" structure: County highway 780,  Year Built: 1996,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 114 (year 2017),  Average Future Daily Traffic: 150 (year 2040),  Features Intersected: Reedy Creek,  Facility Carried by Structure: Lloyds Mill Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.590,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 26163,  Location: 1.20 TO 721 - 3.40 TO 827 (Lat: 36.778131,  Lng: -78.728194),  Route carried "on" structure: County highway 720,  Year Built: 2002,  Status: Open,  Structure Length: 2.55m (8.37ft),  Average Daily Traffic: 167 (year 2020),  Average Future Daily Traffic: 203 (year 2040),  Features Intersected: Difficult Creek,  Facility Carried by Structure: Green Level Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.4m (76.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 28545,  Location: 4.10 TO 746 - 0.70 TO 600 (Lat: 36.870569,  Lng: -78.728569),  Route carried "on" structure: County highway 778,  Year Built: 2007,  Status: Open,  Structure Length: 1.23m (4.04ft),  Average Daily Traffic: 212 (year 2017),  Average Future Daily Traffic: 220 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Black Walnut Creek,  Facility Carried by Structure: Green Valley Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.590,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.2 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 29661,  Location: .85fr659 / .22to Hopewell (Lat: 38.967800,  Lng: -77.517925),  Route carried "on" structure: Alternate County highway 774,  Year Built: 2013,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 6,477 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,106 (year 2040),  Design Load: HS 20,  Features Intersected: Trib of Broad Run,  Facility Carried by Structure: Creighton Road
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 55.0m (180.4ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 55.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.4 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.30m (0.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000 ( Estimate for 2015)

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Structure Number: 29827,  Location: 1.32 to 716 - 2.38 to 344 (Lat: 36.767389,  Lng: -78.719000),  Route carried "on" structure: County highway 719,  Year Built: 2011,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 30 (year 2020),  Average Future Daily Traffic: 33 (year 2040),  Features Intersected: Difficult Creek,  Facility Carried by Structure: Allens Mill Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous