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

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Structure Number: 17363,  Location: 0.01 FR 622 - 1.09 TO 686 (Lat: 36.861500,  Lng: -81.432925),  Route carried "on" structure: ServiceCounty highway F011,  Year Built: 1990,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 3,834 (year 2018),  Average Future Daily Traffic: 5,304 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NICKS CREEK,  Facility Carried by Structure: Gordondale Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.0m (29.5ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 84.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.98m (3.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $163,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $277,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 17367,  Location: 4.0 FR 683 - .01 TO 622 (Lat: 36.864858,  Lng: -81.435533),  Route carried "on" structure: US 11,  Year Built: 1990,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 2,650 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,915 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NICK CREEK @ ATKINS,  Facility Carried by Structure: LEE HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 80.215,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 17377,  Location: .14 FR 753 - .02 TO 689 (Lat: 36.855758,  Lng: -81.469236),  Route carried "on" structure: US 11,  Year Built: 1950,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 4,308 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,739 (year 2040),  Design Load: HS 20,  Features Intersected: HUTTON CREEK,  Facility Carried by Structure: LEE HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 77.015,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  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: 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: Febuary 2022

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Structure Number: 1744,  Location: 1.77 TO R11 &4.28 TO R683 (Lat: 36.858706,  Lng: -81.456036),  Route carried "on" structure: Interstate 81,  Year Built: 1963,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 4.67m (15.32ft),  Average Daily Traffic: 12,802 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 17,923 (year 2040),  Design Load: HS 20,  Features Intersected: ROUTE 690
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 80.563,  Lanes on structure: 2,  Lanes under structure: 2,  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: 3,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.66m (15.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $135,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $189,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 17442,  Location: 1.77 TO R11&4.28 TO R683 (Lat: 36.858486,  Lng: -81.455950),  Route carried "on" structure: Interstate 81,  Year Built: 1963,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 4.67m (15.32ft),  Average Daily Traffic: 13,904 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 19,466 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 690
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 80.048,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.9 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 desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 17444,  Location: 1.04 TO R11&6.01 TO R683 (Lat: 36.853700,  Lng: -81.467589),  Route carried "on" structure: Interstate 81,  Year Built: 1963,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 12,802 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 17,923 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Hutton Branch Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 79.372,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.1 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 desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Membrane: Built-up,  Deck Protection: Other

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Structure Number: 17446,  Location: 1.04 TO R11&6.01 TO R683 (Lat: 36.853528,  Lng: -81.467414),  Route carried "on" structure: Interstate 81,  Year Built: 1963,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 4.52m (14.83ft),  Average Daily Traffic: 13,904 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 19,466 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Route 689
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 78.857,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 49.9 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.51m (14.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $100,000,  Total Project Cost: $130,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 17456,  Location: .16 FR I-81SBL-.01 TO 622 (Lat: 36.864050,  Lng: -81.434833),  Route carried "on" structure: Ramp Interstate 81,  Year Built: 1990,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 631 (year 2020),  Average Future Daily Traffic: 694 (year 2040),  Design Load: HS 20,  Features Intersected: SBL RAMP C OV NICKS CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 82.316,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 17457,  Location: .01 FR 622-.16 TO I-81NBL (Lat: 36.862167,  Lng: -81.433453),  Route carried "on" structure: Ramp Interstate 81,  Year Built: 1990,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 355 (year 2020),  Average Future Daily Traffic: 498 (year 2040),  Design Load: HS 20,  Features Intersected: NBL RAMP D OV NICKS CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 82.316,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1746,  Location: 3.03 TO R11 & 4.0 TO R683 (Lat: 36.863150,  Lng: -81.434653),  Route carried "on" structure: Interstate 81,  Year Built: 1963,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 6.21m (20.37ft),  Average Daily Traffic: 12,802 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 17,923 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RT 622 AND NICKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 82.619,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.6m (41.3ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 70.8 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.22m (20.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $625,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $839,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Built-up,  Deck Protection: Other

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Structure Number: 17462,  Location: 4.5 TO R11 & 2.55 TO R683 (Lat: 36.868553,  Lng: -81.408939),  Route carried "on" structure: Interstate 81,  Year Built: 1963,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 13,068 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 18,295 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: KIAWANA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 84.506,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.38m (11.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $85,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $137,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 17464,  Location: 1.5 FR R622 -2.55 TO R683 (Lat: 36.868761,  Lng: -81.409039),  Route carried "on" structure: Interstate 81,  Year Built: 1963,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 10,889 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 15,245 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: KIAWANA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 84.989,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.38m (11.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $90,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $137,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 17474,  Location: 7.05 TO R11 & 2.61 WYTHE (Lat: 36.888278,  Lng: -81.371575),  Route carried "on" structure: Interstate 81,  Year Built: 1964,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 3.62m (11.88ft),  Average Daily Traffic: 11,120 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 15,568 (year 2040),  Design Load: HS 20,  Features Intersected: Route 683
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 88.575,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 57.2 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.63m (11.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $93,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $147,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 17476,  Location: 7.05 TO R11&2.6 TO WYTH L (Lat: 36.888644,  Lng: -81.371589),  Route carried "on" structure: Interstate 81,  Year Built: 1964,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 3.62m (11.88ft),  Average Daily Traffic: 10,889 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 15,245 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 683
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 89.010,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  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: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.63m (11.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $147,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Membrane: Built-up,  Deck Protection: Other

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Structure Number: 1748,  Location: 5.21 TO R11 &1.84 TO R683 (Lat: 36.874189,  Lng: -81.399150),  Route carried "on" structure: Interstate 81,  Year Built: 1964,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 15.27m (50.10ft),  Average Daily Traffic: 10,889 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 15,245 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RT11;NS RR;M.F.HOLSTON R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 86.217,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State 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: 7,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 15.27m (50.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $60,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $105,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Membrane: Built-up,  Deck Protection: Other

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Structure Number: 1749,  Location: 1.07FR 11 SPUR;5.98TO 683 (Lat: 36.853900,  Lng: -81.466706),  Route carried "on" structure: Interstate 81,  Year Built: 1963,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 26,706 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 28,217 (year 2040),  Design Load: HS 20,  Features Intersected: N&SBL O HUTTON BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 79.292,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.9m (130.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  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: Equal to 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: January 2021,  Bridge Improvement Cost: $40,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $78,000 ( Estimate for 2018)

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Structure Number: 17495,  Location: 6.97 TO R11; .08 TO R683 (Lat: 36.888050,  Lng: -81.372150),  Route carried "on" structure: Interstate 81,  Year Built: 1964,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 21,600 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 23,760 (year 2040),  Design Load: HS 20,  Features Intersected: NBL&SBL OVER STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 88.785,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 54.3m (178.1ft),  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: 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $40,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $78,000 ( Estimate for 2018)

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Structure Number: 17496,  Location: 6.97-RT11 & .08-RT683 (Lat: 36.889231,  Lng: -81.372025),  Route carried "on" structure: Ramp Interstate 81,  Year Built: 1964,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 292 (year 2020),  Average Future Daily Traffic: 410 (year 2040),  Design Load: HS 20,  Features Intersected: RAMP TO SBL O STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 88.785,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  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: 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: January 2021

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Structure Number: 17497,  Location: .08 TO R683 & 6.97 11SPUR (Lat: 36.887486,  Lng: -81.372322),  Route carried "on" structure: Ramp Interstate 81,  Year Built: 1964,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 760 (year 2020),  Average Future Daily Traffic: 994 (year 2040),  Design Load: HS 20,  Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 88.752,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  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: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $50,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $78,000 ( Estimate for 2015)

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Structure Number: 17566,  Location: 1.15 FR 685; 0.05 TO 622 (Lat: 36.875422,  Lng: -81.438872),  Route carried "on" structure: County highway 617,  Year Built: 2011,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 130 (year 2017),  Average Future Daily Traffic: 145 (year 2040),  Design Load: HS 20,  Features Intersected: BEAR CREEK,  Facility Carried by Structure: Flowing Springs Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.576,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.6m (31.5ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 46.3 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: March 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1758,  Location: .05 TO R617&.25 TO R778 (Lat: 36.869214,  Lng: -81.442017),  Route carried "on" structure: County highway 622,  Year Built: 2011,  Status: Open,  Structure Length: 1.23m (4.04ft),  Average Daily Traffic: 812 (year 2017),  Average Future Daily Traffic: 897 (year 2040),  Design Load: HS 20,  Features Intersected: BEAR CREEK,  Facility Carried by Structure: BEAR CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.463,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.6m (18.4ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.7m (38.4ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 68.9 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 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 17581,  Location: 0.05FR778;0.25TO617 (Lat: 36.866608,  Lng: -81.441892),  Route carried "on" structure: County highway 622,  Year Built: 1982,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 812 (year 2017),  Average Future Daily Traffic: 897 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MID FORK HOLSTON RIVER,  Facility Carried by Structure: Bear Creek Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.124,  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: 3,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.93m (9.61ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $221,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 17588,  Location: AT R11 & .9 TO R617 (Lat: 36.862608,  Lng: -81.448825),  Route carried "on" structure: County highway 622,  Year Built: 1969,  Status: Open,  Structure Length: 3.73m (12.24ft),  Average Daily Traffic: 1,982 (year 2017),  Average Future Daily Traffic: 2,210 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NS RAILWAY,  Facility Carried by Structure: BEAR CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.989,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Other Special Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 17592,  Location: 0.15FR 11;0.25TO END MAIN (Lat: 36.869800,  Lng: -81.416822),  Route carried "on" structure: County highway 626,  Year Built: 1932,  Status: Posted for load,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 40 (year 2017),  Average Future Daily Traffic: 45 (year 2040),  Design Load: H 15,  Features Intersected: M FORK HOLSTON RIVER,  Facility Carried by Structure: OLE HICKORY LN.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 3.4m (11.2ft),  Out-to-Out Width: 3.7m (12.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 24.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.5 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 1.01m (3.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $40,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $85,000 ( Estimate for 2015),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 17675,  Location: .02 TO F014 & .13 TO R11 (Lat: 36.897883,  Lng: -81.339019),  Route carried "on" structure: County highway 681,  Year Built: 1964,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 255 (year 2017),  Average Future Daily Traffic: 284 (year 2040),  Design Load: HS 20,  Features Intersected: INTERSTATE 81,  Facility Carried by Structure: BURGUNDY LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.209,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.1m (59.4ft),  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: 53.5 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: 6.19m (20.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $383,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $537,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 17678,  Location: .4 TO R11 & .3 TO R617 (Lat: 36.892100,  Lng: -81.370431),  Route carried "on" structure: County highway 683,  Year Built: 1986,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 328 (year 2020),  Average Future Daily Traffic: 361 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: DRY RUN,  Facility Carried by Structure: Windsor Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.411,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 61.7 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 17679,  Location: .12 TO R11 &.12TO DEADEND (Lat: 36.881372,  Lng: -81.382572),  Route carried "on" structure: County highway 684,  Year Built: 1932,  Year Reconstructed: 2000,  Status: Posted for load,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 25 (year 2017),  Average Future Daily Traffic: 27 (year 2040),  Design Load: H 10,  Features Intersected: M FORK HOLSTON RIVER,  Facility Carried by Structure: CONOVER LN.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.515,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.7m (28.5ft),  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: 4.9m (16.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 18.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 10.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  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: 30.0 - 39.9% below),  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $40,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $110,000 ( Estimate for 2016),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 17687,  Location: .1 Fr Rt 689-.5 ToRt766 (Lat: 36.848347,  Lng: -81.464272),  Route carried "on" structure: County highway 690,  Year Built: 1963,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 178 (year 2017),  Average Future Daily Traffic: 198 (year 2040),  Design Load: HS 20,  Features Intersected: HUTTON BRANCH,  Facility Carried by Structure: RICE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.156,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: 24736,  Location: .1 TO R11 & .8 TO R617 (Lat: 36.857178,  Lng: -81.472833),  Route carried "on" structure: County highway 689,  Year Built: 1996,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 314 (year 2017),  Average Future Daily Traffic: 350 (year 2040),  Design Load: H 20,  Features Intersected: M FORK HOLSTON RIVER,  Facility Carried by Structure: SNIDER BRANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.498,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.5 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 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: 26888,  Location: .13 FR 11 - .07 TO 713 (Lat: 36.874833,  Lng: -81.399442),  Route carried "on" structure: County highway 685,  Year Built: 2001,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 251 (year 2017),  Average Future Daily Traffic: 280 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: M FORK HOLSTON RIVER,  Facility Carried by Structure: FLOWERING SPRING R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.4m (50.5ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 27846,  Location: .19 FR 683W - .13 TO 683E (Lat: 36.885425,  Lng: -81.373619),  Route carried "on" structure: US 11,  Year Built: 2003,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 2,650 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,915 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: M FORK HOLSTON RIVER,  Facility Carried by Structure: Lee Highway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 86.368,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  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: 10.1m (33.1ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 88.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 29398,  Location: 1.94 FR 16; 1.0 TO 686S (Lat: 36.828814,  Lng: -81.415744),  Route carried "on" structure: County highway 622,  Year Built: 2010,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 854 (year 2020),  Average Future Daily Traffic: 939 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Nicks Creek,  Facility Carried by Structure: Nicks Creek Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.117,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.6m (21.7ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.0m (19.7ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 79.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: 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,  Length Of Structure Improvement: 0.68m (2.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $25,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $65,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 29849,  Location: .29 FR. 683N-.03 TO 683S (Lat: 36.884481,  Lng: -81.375931),  Route carried "on" structure: US 11,  Year Built: 2011,  Status: Open,  Structure Length: 7.36m (24.15ft),  Average Daily Traffic: 2,650 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,915 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NS RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 86.077,  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 continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3097,  Location: 3.3 -EXIT 54;0.6 -EXIT 50 (Lat: 36.864761,  Lng: -81.423081),  Route carried "on" structure: Interstate 81,  Year Built: 2020,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 10,889 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 15,245 (year 2042),  Design Load: HL 93,  Features Intersected: MULBERRY LANE (RT 686)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 83.171,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  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: 1,  Length of Maximum Span: 49.3m (161.7ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 71.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Other Coated Reinforcing

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Structure Number: 30971,  Location: 3.68 TO R11 & 3.37 TO 683 (Lat: 36.864517,  Lng: -81.422992),  Route carried "on" structure: Interstate 81,  Year Built: 2020,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 13,068 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 18,295 (year 2040),  Design Load: HL 93,  Features Intersected: RTE 686/MULBERRY LN
Minimum Vertical Clearance: 11.91m (39.07ft),  Kilometerpoint: 83.171,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 49.3m (161.7ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable 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: 31136,  Location: 5.21TO R11 & 1.84 TO R683 (Lat: 36.874300,  Lng: -81.398828),  Route carried "on" structure: Interstate 81,  Year Built: 2021,  Status: Open,  Structure Length: 12.50m (41.01ft),  Average Daily Traffic: 25,437 (year 2014),  Truck Traffic: 17%,  Average Future Daily Traffic: 38,156 (year 2040),  Design Load: HL 93,  Features Intersected: RTE 11, NSRR, MFH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 86.217,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.9m (140.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Very good,  Superstructure: Excellent,  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: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Other Coated Reinforcing

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Structure Number: 1744,  Location: 1.77 TO R11 &4.28 TO R683 (Lat: 36.858706,  Lng: -81.456036),  Route carried "under" structure: County highway 690,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 174 (year 2017),  Features Intersected: ROUTE 690,  Facility Carried by Structure: INTERSTATE 81 SBL
Minimum Vertical Clearance: 9.32m (30.58ft),  Kilometerpoint: 2.767,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 17442,  Location: 1.77 TO R11&4.28 TO R683 (Lat: 36.858486,  Lng: -81.455950),  Route carried "under" structure: County highway 690,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 118 (year 2007),  Features Intersected: ROUTE 690,  Facility Carried by Structure: INTERSTATE 81 NBL
Minimum Vertical Clearance: 9.47m (31.07ft),  Kilometerpoint: 2.735,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 17444,  Location: 1.04 TO R11&6.01 TO R683 (Lat: 36.853700,  Lng: -81.467589),  Route carried "under" structure: County highway 689,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 595 (year 2017),  Features Intersected: Hutton Branch Rd.,  Facility Carried by Structure: Interstate 81 SBL
Minimum Vertical Clearance: 10.64m (34.91ft),  Kilometerpoint: 5.808,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 17446,  Location: 1.04 TO R11&6.01 TO R683 (Lat: 36.853528,  Lng: -81.467414),  Route carried "under" structure: County highway 689,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 595 (year 2017),  Features Intersected: Route 689,  Facility Carried by Structure: I-81 NBL
Minimum Vertical Clearance: 9.17m (30.09ft),  Kilometerpoint: 5.825,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 17458,  Location: 3.03 TO R11&4.02 TO R683 (Lat: 36.862892,  Lng: -81.434486),  Route carried "under" structure: County highway 622,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 4,200 (year 2017),  Features Intersected: RT 622 AND NICKS CREEK,  Facility Carried by Structure: INTERSTATE 81(NBL)
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 29.943,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 12.6m (41.3ft)

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Structure Number: 1746,  Location: 3.03 TO R11 & 4.0 TO R683 (Lat: 36.863150,  Lng: -81.434653),  Route carried "under" structure: County highway 622,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 4,200 (year 2017),  Features Intersected: RT 622 AND NICKS CREEK,  Facility Carried by Structure: INTERSTATE 81(SBL)
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 29.943,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 12.6m (41.3ft)

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Structure Number: 17462,  Location: 4.5 TO R11 & 2.55 TO R683 (Lat: 36.868553,  Lng: -81.408939),  Route carried "under" structure: County highway 615,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 470 (year 2014),  Features Intersected: KIAWANA ROAD,  Facility Carried by Structure: INTERSTATE 81 NBL
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 3.395,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 11.9m (39.0ft)

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Structure Number: 17464,  Location: 1.5 FR R622 -2.55 TO R683 (Lat: 36.868761,  Lng: -81.409039),  Route carried "under" structure: County highway 615,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 470 (year 2014),  Features Intersected: KIAWANA ROAD,  Facility Carried by Structure: INTERSTATE 81 SBL
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 3.379,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 11.9m (39.0ft)

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Structure Number: 17474,  Location: 7.05 TO R11 & 2.61 WYTHE (Lat: 36.888278,  Lng: -81.371575),  Route carried "under" structure: County highway 683,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 2,400 (year 2017),  Features Intersected: Route 683,  Facility Carried by Structure: Interstate 81(NBL)
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.885,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 14.3m (46.9ft)

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Structure Number: 17476,  Location: 7.05 TO R11&2.6 TO WYTH L (Lat: 36.888644,  Lng: -81.371589),  Route carried "under" structure: County highway 683,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 2,400 (year 2017),  Features Intersected: ROUTE 683,  Facility Carried by Structure: I-81 SBL
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.837,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 14.3m (46.9ft)