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

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Structure Number: 641,  Location: 0.55 FR 668 / 0.61 TO 667 (Lat: 38.180389,  Lng: -78.574508),  Route carried "on" structure: County highway 601,  Year Built: 1959,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 874 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,061 (year 2040),  Design Load: H 20,  Features Intersected: PINEY CREEK,  Facility Carried by Structure: FREE UNION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.205,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Fair,  Culverts: Very 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: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.07m (3.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $90,000,  Total Project Cost: $310,000

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Structure Number: 386,  Location: .06MFR1009;.0MTO460 (Lat: 37.271281,  Lng: -82.107758),  Route carried "on" structure: County highway 615,  Year Built: 1957,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 838 (year 2015),  Average Future Daily Traffic: 943 (year 2040),  Design Load: HS 15,  Features Intersected: LEVISA RIVER,  Facility Carried by Structure: HOOT OWL RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.006,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  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: 9.0m (29.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $59,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $90,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 5575,  Location: 1.75 From663 &.90 To15Bus (Lat: 38.498139,  Lng: -77.925722),  Route carried "on" structure: US 15,  Year Built: 1975,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 47,651 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 57,072 (year 2040),  Design Load: HS 20,  Features Intersected: Jonas Run,  Facility Carried by Structure: James Madison Hwy.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 264.716,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: 6409,  Location: 01.88FR241/1.50TO613 (Lat: 38.801514,  Lng: -77.112161),  Route carried "on" structure: Interstate 95,  Year Built: 1963,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 147,588 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 168,999 (year 2040),  Design Load: HS 20,  Features Intersected: EISENHOWER CONN. 1148
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 280.240,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 43.3m (142.1ft),  Out-to-Out Width: 45.7m (149.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $200,000,  Total Project Cost: $200,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6411,  Location: 02.16FR.I395/03.21TO241 (Lat: 38.796192,  Lng: -77.135786),  Route carried "on" structure: Interstate 95,  Year Built: 1964,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 160,647 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 224,906 (year 2040),  Design Load: HS 20,  Features Intersected: VAN DORN ST. (RTE. 613),  Facility Carried by Structure: CAPITAL BELTWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.552,  Lanes on structure: 10,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 46.3m (151.9ft),  Out-to-Out Width: 47.5m (155.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 51.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.0 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,  Length Of Structure Improvement: 4.94m (16.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $4,491,000,  Roadway Improvement Cost: $449,000,  Total Project Cost: $5,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6415,  Location: 01.17FR1/00.17TO241 (Lat: 38.799900,  Lng: -77.074800),  Route carried "on" structure: Interstate 95,  Year Built: 1964,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 207,460 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 228,206 (year 2040),  Design Load: HS 20,  Features Intersected: TAYLOR RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 284.117,  Lanes on structure: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 45.7m (149.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 42.95m (140.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $61,000,  Roadway Improvement Cost: $250,000,  Total Project Cost: $400,000

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Structure Number: 8254,  Location: 0.06 TO 779 - 0.02 TO 807 (Lat: 39.171400,  Lng: -78.141581),  Route carried "on" structure: County highway 657,  Year Built: 1971,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 10,131 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 13,973 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ABRAMS CREEK,  Facility Carried by Structure: SENSENY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.756,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 53.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 8375,  Location: 0.23-WVA LINE;3.20-RT 219 (Lat: 37.369131,  Lng: -80.867647),  Route carried "on" structure: US 460,  Year Built: 1969,  Status: Open,  Structure Length: 8.45m (27.72ft),  Average Daily Traffic: 5,146 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,206 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: EAST RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 129.248,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.6m (107.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  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: 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 9107,  Location: 1.00 Miles to Route 622 (Lat: 36.567697,  Lng: -77.434233),  Route carried "on" structure: County highway 625,  Year Built: 1970,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 288 (year 2017),  Average Future Daily Traffic: 420 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Fountains Creek,  Facility Carried by Structure: Creek Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.700,  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: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 35.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.3 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: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2021,  Underwater Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy

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Structure Number: 9296,  Location: 1.40 TO 658 - 1.60 TO 656 (Lat: 36.632003,  Lng: -79.176328),  Route carried "on" structure: County highway 688,  Year Built: 1990,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 240 (year 2020),  Average Future Daily Traffic: 336 (year 2040),  Design Load: HS 20,  Features Intersected: Double Creek,  Facility Carried by Structure: Kern's Mill Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.692,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: March 2021

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Structure Number: 10275,  Location: 0.46 DEAD END-0.02 RT 220 (Lat: 38.337019,  Lng: -79.631847),  Route carried "on" structure: County highway 608,  Year Built: 1932,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 12 (year 2018),  Average Future Daily Traffic: 13 (year 2040),  Features Intersected: JACKSON RIVER,  Facility Carried by Structure: RAVENS RUN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.0m (13.1ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 4.8m (15.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.01m (6.59ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Bridge Improvement Cost: $118,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $187,000 ( Estimate for 2015),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10293,  Location: 0.86 D. END - 1.74 RT 250 (Lat: 38.339883,  Lng: -79.389169),  Route carried "on" structure: County highway 616,  Year Built: 1945,  Status: Posted for load,  Structure Length: 1.99m (6.53ft),  Average Daily Traffic: 14 (year 2018),  Average Future Daily Traffic: 16 (year 2040),  Features Intersected: SHAW FORK,  Facility Carried by Structure: UPPER FORK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 3.6m (11.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.8m (38.7ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 3.6m (11.8ft),  Out-to-Out Width: 3.7m (12.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 19.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 11.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $210,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $345,000 ( Estimate for 2016),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10941,  Location: .70 END MAINT&.10 TO R58 (Lat: 36.627917,  Lng: -83.468106),  Route carried "on" structure: County highway 698,  Year Built: 1932,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 61 (year 2018),  Average Future Daily Traffic: 68 (year 2040),  Design Load: HS 20,  Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.117,  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: 9.2m (30.2ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 61.7 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: 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: 0.98m (3.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $67,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $147,000 ( Estimate for 2015),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11615,  Location: 1.31 FR 687 & .9 TO 685 (Lat: 37.045075,  Lng: -78.402381),  Route carried "on" structure: County highway 628,  Year Built: 1968,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 118 (year 2019),  Average Future Daily Traffic: 130 (year 2040),  Design Load: HS 20,  Features Intersected: NORTH MEHERRIN RIVER,  Facility Carried by Structure: COUNTY LINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.487,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Good,  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: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $32,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $68,000 ( Estimate for 2017)

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Structure Number: 11971,  Location: .19 FR 630 & .8 TO 752 (Lat: 36.647381,  Lng: -78.147528),  Route carried "on" structure: County highway 629,  Year Built: 1973,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 243 (year 2019),  Average Future Daily Traffic: 345 (year 2040),  Design Load: H 20,  Features Intersected: PARHAM CREEK,  Facility Carried by Structure: REED ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.314,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Fair,  Culverts: Very good,  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 desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $840,000,  Roadway Improvement Cost: $420,000,  Total Project Cost: $1,270,000 ( Estimate for 2016)

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Structure Number: 12166,  Location: 7.21-RT460; 0.21-PULAS CO (Lat: 37.163344,  Lng: -80.548997),  Route carried "on" structure: State highway 114,  Year Built: 1990,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 13,384 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 16,217 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NS RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.990,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.5 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: 12554,  Location: 1.40-Rt. 660/0.30-Rt. 658 (Lat: 37.612706,  Lng: -78.916917),  Route carried "on" structure: County highway 657,  Year Built: 1984,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 409 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 554 (year 2040),  Features Intersected: Taylors Creek,  Facility Carried by Structure: Tye River Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.211,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 12803,  Location: .65 FR 626 & .06 TO 664 (Lat: 37.088603,  Lng: -78.144203),  Route carried "on" structure: State highway 49,  Year Built: 1972,  Status: Open,  Structure Length: 0.65m (2.13ft),  Average Daily Traffic: 1,225 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,348 (year 2040),  Design Load: H 20,  Features Intersected: WHETSTONE CREEK,  Facility Carried by Structure: THE FALLS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 95.312,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.8m (9.2ft)

Condition: Channel: Fair,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.61m (2.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $35,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $69,000 ( Estimate for 2015)

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Structure Number: 13278,  Location: 0.95 Rt 790; 0.80 Rt 701 (Lat: 36.632500,  Lng: -80.099083),  Route carried "on" structure: County highway 628,  Year Built: 1961,  Status: Posted for load,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 20 (year 2014),  Average Future Daily Traffic: 23 (year 2040),  Design Load: H 15,  Features Intersected: Mill Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.057,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.0m (13.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 37.2 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1385,  Location: 0.39 Fr 615 & 1.61 To 522 (Lat: 37.613233,  Lng: -77.943753),  Route carried "on" structure: County highway 621,  Year Built: 1978,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 364 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 510 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SOLOMON'S CREEK,  Facility Carried by Structure: COSBY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.694,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 46.2 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,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 18266,  Location: 0.83 Mi to Int Rte. 631 (Lat: 36.816278,  Lng: -77.455922),  Route carried "on" structure: Interstate 95,  Year Built: 1982,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 13,044 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 18,262 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Route 646
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.304,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  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: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 87.1 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 18866,  Location: .10 FR. T1223-.04TO T1207 (Lat: 36.635564,  Lng: -81.791617),  Route carried "on" structure: US 58,  Year Built: 1926,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 5,104 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,614 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BEAVERDAM CREEK,  Facility Carried by Structure: JEB STUART HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 201.326,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: 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: 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 18869,  Location: 10.75TOI81; 0.15TO RT. 91 (Lat: 36.634178,  Lng: -81.785825),  Route carried "on" structure: US 58,  Year Built: 1949,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 5,104 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,614 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LAUREL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 201.864,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: 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: 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1887,  Location: 6.76 FR R11 & 3.85 TO R91 (Lat: 36.650467,  Lng: -81.845397),  Route carried "on" structure: US 58,  Year Built: 1952,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 11.06m (36.29ft),  Average Daily Traffic: 5,104 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,614 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SF HOLSTN RV;RTE 711;N&W,  Facility Carried by Structure: JEB STUART HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 195.875,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 11.06m (36.29ft),  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: 18968,  Location: 0.4 TO 58;1.22 TOTENN LIN (Lat: 36.623217,  Lng: -81.764808),  Route carried "on" structure: State highway 91,  Year Built: 1950,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 2,704 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,974 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LAUREL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.833,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: 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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 18969,  Location: 0.02 TO 58;1.5 TO TN LINE (Lat: 36.625467,  Lng: -81.770197),  Route carried "on" structure: State highway 91,  Year Built: 1954,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 5.38m (17.65ft),  Average Daily Traffic: 2,704 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,974 (year 2040),  Design Load: HL 93,  Features Intersected: LAUREL CREEK,  Facility Carried by Structure: MOUNTAIN CITY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.426,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.8m (22.3ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.0m (42.7ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Very 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: 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Other Coated Reinforcing

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Structure Number: 18982,  Location: 4.0 FR 803;4.0 TO 58 (Lat: 36.673933,  Lng: -81.807386),  Route carried "on" structure: State highway 91,  Year Built: 1979,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 1,577 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,735 (year 2040),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.838,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  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: 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: December 2020

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Structure Number: 19212,  Location: .10 FR 716; .03 TO 1204 (Lat: 36.631492,  Lng: -81.790400),  Route carried "on" structure: County highway 1203,  Year Built: 1932,  Year Reconstructed: 1977,  Status: Closed,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 675 (year 2017),  Average Future Daily Traffic: 699 (year 2040),  Design Load: H 10,  Features Intersected: BEAVER DAM CREEK,  Facility Carried by Structure: WATER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.063,  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: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.2m (17.1ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Poor,  Superstructure: Serious,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 3.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 1.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: > 39.9% below),  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $105,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $169,000,  Deck Structure Type: Wood or Timber

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Structure Number: 19213,  Location: 1.00 TO 91 & 0.01 FR. 58 (Lat: 36.629972,  Lng: -81.783136),  Route carried "on" structure: County highway 1212,  Year Built: 1932,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 230 (year 2017),  Average Future Daily Traffic: 256 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LAUREL CREEK,  Facility Carried by Structure: ORCHARD HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 5.1m (16.7ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.4m (14.4ft),  Out-to-Out Width: 4.4m (14.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.5 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: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 3.66m (12.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $33,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 19711,  Location: 2.25M TO 720 & .25M TO785 (Lat: 36.937675,  Lng: -81.064144),  Route carried "on" structure: County highway 649,  Year Built: 1987,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 231 (year 2017),  Average Future Daily Traffic: 258 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: REED CREEK,  Facility Carried by Structure: ATKINS MILL RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.151,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 84.4 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 19981,  Location: .03 BENHAM RD & .04 PITTS (Lat: 36.621856,  Lng: -82.188933),  Route carried "on" structure: City street ,  Year Built: 1959,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 2,135 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,348 (year 2040),  Features Intersected: LITTLE CREEK,  Facility Carried by Structure: ISLAND 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: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: December 2021

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Structure Number: 20003,  Location: 0.00 CL CK RD 0.05 AP RD (Lat: 36.633408,  Lng: -82.120569),  Route carried "on" structure: US 11,  Year Built: 1940,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 11,583 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,216 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BEAVER CREEK @,  Facility Carried by Structure: LEE HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.557,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 27.0m (88.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: 20209,  Location: 2.71-Rt.729/0.30-Rt.655 (Lat: 36.594658,  Lng: -79.373497),  Route carried "on" structure: County highway 730,  Year Built: 1932,  Year Reconstructed: 2006,  Status: Closed,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 146 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 161 (year 2040),  Features Intersected: NS Railway,  Facility Carried by Structure: Eagle Springs Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.820,  Lanes on structure: 2,  Owner: Railroad,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  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: 4.9m (16.1ft),  Out-to-Out Width: 5.6m (18.4ft)

Condition: Deck: Failed,  Superstructure: Failed,  Substructure: Fair,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Approach Roadway Alignment: High priority of replacement,  Length Of Structure Improvement: 4.82m (15.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $841,000,  Roadway Improvement Cost: $84,000,  Total Project Cost: $1,261,000 ( Estimate for 2014),  Deck Structure Type: Wood or Timber

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Structure Number: 2026,  Location: 1.2M RTE1 ALT-12.7M ORANG (Lat: 38.296317,  Lng: -77.506244),  Route carried "on" structure: State highway 3,  Year Built: 1984,  Status: Open,  Structure Length: 13.81m (45.31ft),  Average Daily Traffic: 24,398 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 34,157 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE I-95
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.182,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 19.1m (62.7ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 72.8 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: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 20825,  Location: 2.03 Miles from 13th View (Lat: 36.950075,  Lng: -76.265653),  Route carried "on" structure: Interstate 64,  Year Built: 1975,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 39,723 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 55,612 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Mason Creek Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 442.137,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 70.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 1887,  Location: 6.76 FR R11 & 3.85 TO R91 (Lat: 36.650467,  Lng: -81.845397),  Route carried "under" structure: County highway 711,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 311 (year 2008),  Truck Traffic: 1%,  Features Intersected: SF HOLSTN RV;RTE 711;N&W,  Facility Carried by Structure: JEB STUART HWY
Minimum Vertical Clearance: 4.31m (14.14ft),  Kilometerpoint: 4.441,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)