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

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Structure Number: 3224,  Location: 0.28 ROA CO; 2.79 RT 220 (Lat: 37.364303,  Lng: -79.940119),  Route carried "on" structure: Interstate 81,  Year Built: 1963,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 23,925 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 33,495 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 648
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 237.698,  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: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.23m (10.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,733,000,  Roadway Improvement Cost: $520,000,  Total Project Cost: $4,715,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 3226,  Location: 0028ROANOK CO0279220 (Lat: 37.364617,  Lng: -79.940197),  Route carried "on" structure: Interstate 81,  Year Built: 1963,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 29,067 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 40,694 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 648
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 238.357,  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: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Meets minimum limits,  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: Wearing Surface: Latex Concrete

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Structure Number: 14844,  Location: 0.01-BOTE CO; 1.52-RT 117 (Lat: 37.356003,  Lng: -79.929433),  Route carried "on" structure: US 11,  Year Built: 1947,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 9,403 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,343 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TINKER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 255.773,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 24 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.2m (43.3ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 23.0m (75.5ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 69.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  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: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 14846,  Location: 0.92-Rte117; 1.25-Rte118 (Lat: 37.333842,  Lng: -79.954714),  Route carried "on" structure: US 11,  Year Built: 1929,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 9,403 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,343 (year 2040),  Features Intersected: Boxley Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 251.846,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 48.1 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,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.68m (5.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $198,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $297,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 14879,  Location: 3.59-RT419; 1.40-RT115 (Lat: 37.353169,  Lng: -79.981164),  Route carried "on" structure: Interstate 81,  Year Built: 1963,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 26,068 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 36,495 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 1836_BELLE HAVEN RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 234.319,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

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

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Structure Number: 14881,  Location: 3.58-RT419; 1.40-RTE 115 (Lat: 37.353033,  Lng: -79.980953),  Route carried "on" structure: Interstate 81,  Year Built: 1963,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 26,561 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 37,185 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 1836_BELLE HAVEN RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 233.772,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

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

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Structure Number: 14891,  Location: 2.31-RT419; 3.43-BOTET CO (Lat: 37.340369,  Lng: -79.998414),  Route carried "on" structure: Interstate 81,  Year Built: 1963,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 10.85m (35.60ft),  Average Daily Traffic: 31,668 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 44,335 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 81SB Ramp to 581SBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 231.439,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 27.5m (90.2ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.85m (35.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $7,745,000,  Roadway Improvement Cost: $3,485,000,  Total Project Cost: $27,496,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 14893,  Location: 0.18-SBL 81; 1.07-RT117 (Lat: 37.340875,  Lng: -79.997686),  Route carried "on" structure: Ramp Interstate 81,  Year Built: 1963,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 10,027 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,030 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: UNDR 81NB & ovr 581SB Rp
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 232.613,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $3,484,000,  Roadway Improvement Cost: $1,568,000,  Total Project Cost: $12,367,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 14917,  Location: 5.35-Rt419; 0.39-Bot. Co. (Lat: 37.361769,  Lng: -79.951064),  Route carried "on" structure: Interstate 81,  Year Built: 1964,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 52,992 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 58,438 (year 2040),  Design Load: HS 20,  Features Intersected: Carvins Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 236.620,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.16m (3.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $891,000,  Roadway Improvement Cost: $312,000,  Total Project Cost: $2,627,000 ( Estimate for 2015)

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Structure Number: 14926,  Location: 4.76-Rte221; 0.29-Rte11 (Lat: 37.344547,  Lng: -79.947436),  Route carried "on" structure: State highway 115,  Year Built: 1967,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 9,236 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,930 (year 2040),  Design Load: HS 20,  Features Intersected: Carvins Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.659,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: 14927,  Location: 2.88-Rte221; 0.01-Rte 601 (Lat: 37.320736,  Lng: -79.933964),  Route carried "on" structure: State highway 115,  Year Built: 1965,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 13,226 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 18,516 (year 2040),  Design Load: HS 20,  Features Intersected: Carvins Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.634,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 15023,  Location: 0.10-Rte743; 0.22-Rte115 (Lat: 37.322797,  Lng: -79.940008),  Route carried "on" structure: County highway 625,  Year Built: 1932,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 8,018 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,319 (year 2040),  Design Load: HS 20,  Features Intersected: Carvins Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.595,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 15026,  Location: 1.25RT-629; 1.35RT-117 (Lat: 37.336033,  Lng: -79.995833),  Route carried "on" structure: County highway 628,  Year Built: 1963,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 4.98m (16.34ft),  Average Daily Traffic: 2,634 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,688 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTES I 581 & 220 SBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.216,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 66.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.00m (16.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $3,412,000,  Roadway Improvement Cost: $853,000,  Total Project Cost: $10,918,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 15028,  Location: 1.30-RT629; 1.30-RT117 (Lat: 37.336322,  Lng: -79.994892),  Route carried "on" structure: County highway 628,  Year Built: 1963,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 2,634 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,688 (year 2040),  Design Load: HL 93,  Features Intersected: RTES I 581 & 220 NBL
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 3.295,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 66.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.03m (0.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $3,617,000,  Roadway Improvement Cost: $904,000,  Total Project Cost: $11,573,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 15124,  Location: 0.02-Rte11; 0.23-Rte601 (Lat: 37.355511,  Lng: -79.929461),  Route carried "on" structure: County highway 856,  Year Built: 1931,  Status: Posted for load,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 386 (year 2019),  Average Future Daily Traffic: 548 (year 2040),  Features Intersected: Tinker Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.370,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 29.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.44m (8.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $888,000,  Roadway Improvement Cost: $222,000,  Total Project Cost: $2,842,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 15145,  Location: 0.01 Rt-1815;0.11 Rt-1813 (Lat: 37.346514,  Lng: -79.940097),  Route carried "on" structure: County highway 1814,  Year Built: 1965,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 374 (year 2015),  Average Future Daily Traffic: 421 (year 2040),  Features Intersected: Carvin Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.557,  Lanes on structure: 2,  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: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 24779,  Location: 0.11-Rte1834;0.05-Rte1816 (Lat: 37.347400,  Lng: -79.936100),  Route carried "on" structure: County highway 1835,  Year Built: 1996,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 572 (year 2015),  Average Future Daily Traffic: 742 (year 2040),  Design Load: HL 93,  Features Intersected: Tinker Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: 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 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2478,  Location: 0.05-Rte1862 0.13-Rte1816 (Lat: 37.343978,  Lng: -79.934711),  Route carried "on" structure: County highway 1861,  Year Built: 1996,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 603 (year 2015),  Average Future Daily Traffic: 678 (year 2040),  Design Load: HL 93,  Features Intersected: Tinker Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.409,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 59.9 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 26085,  Location: 0.18-RT115; 0.62-RT616 (Lat: 37.322775,  Lng: -79.932064),  Route carried "on" structure: County highway 601,  Year Built: 2006,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 5,638 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,202 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Tinker Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.290,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 23.6m (77.4ft)

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

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Structure Number: 26184,  Location: 0.07-Rte1859; 0.06-Rte623 (Lat: 37.329967,  Lng: -79.950914),  Route carried "on" structure: County highway 1867,  Year Built: 1999,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 3,224 (year 2015),  Average Future Daily Traffic: 3,627 (year 2040),  Features Intersected: Carvin Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 92.5 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 minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 27693,  Location: 0.02-RT F072; 0.25-RT1865 (Lat: 37.360797,  Lng: -79.957747),  Route carried "on" structure: State highway 115,  Year Built: 1963,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 10,519 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,890 (year 2040),  Design Load: HS 20,  Features Intersected: RTES I81 & 220
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $3,321,000,  Roadway Improvement Cost: $1,163,000,  Total Project Cost: $10,795,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 29512,  Location: 2.31 RCL; .53 Rt 220 (Lat: 37.361389,  Lng: -79.923333),  Route carried "on" structure: US 11,  Year Built: 2018,  Status: Open,  Structure Length: 2.00m (6.56ft),  Average Daily Traffic: 4,685 (year 2020),  Average Future Daily Traffic: 5,716 (year 2040),  Design Load: HL 93,  Features Intersected: Tinker Creek,  Facility Carried by Structure: Lee Highway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 256.636,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 50.8 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.00m (6.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,203,000,  Roadway Improvement Cost: $230,000,  Total Project Cost: $3,259,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Other

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Structure Number: 29573,  Location: 0.70-Rke. CL; 0.15-End Ma (Lat: 37.393056,  Lng: -79.997111),  Route carried "on" structure: County highway 740,  Year Built: 2011,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 179 (year 2016),  Average Future Daily Traffic: 265 (year 2040),  Design Load: HL 93,  Features Intersected: Carvin Creek,  Facility Carried by Structure: Carvins Cove Rd.
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 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,  Length Of Structure Improvement: 0.64m (2.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $297,000,  Roadway Improvement Cost: $74,000,  Total Project Cost: $949,000 ( Estimate for 2020)

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Structure Number: 3224,  Location: 0.28 ROA CO; 2.79 RT 220 (Lat: 37.364303,  Lng: -79.940119),  Route carried "under" structure: County highway 648,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 508 (year 1994),  Features Intersected: RTE 648,  Facility Carried by Structure: NBL ROUTE 0081
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 56.154,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 11.3m (37.1ft)

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Structure Number: 3226,  Location: 0028ROANOK CO0279220 (Lat: 37.364617,  Lng: -79.940197),  Route carried "under" structure: County highway 648,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 508 (year 1994),  Features Intersected: RTE 648,  Facility Carried by Structure: SBL ROUTE 0081
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 11.3m (37.1ft)

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Structure Number: 14879,  Location: 3.59-RT419; 1.40-RT115 (Lat: 37.353169,  Lng: -79.981164),  Route carried "under" structure: County highway 1836,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 1,600 (year 2015),  Features Intersected: RTE 1836_BELLE HAVEN RD.,  Facility Carried by Structure: SBL ROUTE 0081
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 0.563,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 11.3m (37.1ft)

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Structure Number: 14881,  Location: 3.58-RT419; 1.40-RTE 115 (Lat: 37.353033,  Lng: -79.980953),  Route carried "under" structure: County highway 1836,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 1,600 (year 2015),  Features Intersected: RTE 1836_BELLE HAVEN RD.,  Facility Carried by Structure: NBL ROUTE 0081
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 11.3m (37.1ft)

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Structure Number: 14891,  Location: 2.31-RT419; 3.43-BOTET CO (Lat: 37.340369,  Lng: -79.998414),  Route carried "under" structure: Ramp Interstate 81,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 9,300 (year 2017),  Truck Traffic: 7%,  Features Intersected: 81SB Ramp to 581SBL
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.5m (90.2ft)

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Structure Number: 14893,  Location: 0.18-SBL 81; 1.07-RT117 (Lat: 37.340875,  Lng: -79.997686),  Route carried "under" structure: Interstate 581,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 25,772 (year 2008),  Truck Traffic: 3%,  Features Intersected: UNDR 81NB & ovr 581SB Rp
Minimum Vertical Clearance: 5.35m (17.55ft),  Kilometerpoint: 10.394,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 15026,  Location: 1.25RT-629; 1.35RT-117 (Lat: 37.336033,  Lng: -79.995833),  Route carried "under" structure: Interstate 581,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 23,000 (year 2018),  Truck Traffic: 7%,  Features Intersected: RTES I 581 & 220 SBL,  Facility Carried by Structure: WOODHAVEN RD/628
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 9.702,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 15028,  Location: 1.30-RT629; 1.30-RT117 (Lat: 37.336322,  Lng: -79.994892),  Route carried "under" structure: Interstate 581,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 23,000 (year 2018),  Truck Traffic: 7%,  Features Intersected: RTES I 581 & 220 NBL,  Facility Carried by Structure: WOODHAVEN RD/628
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 9.702,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 27693,  Location: 0.02-RT F072; 0.25-RT1865 (Lat: 37.360797,  Lng: -79.957747),  Route carried "under" structure: Interstate 81,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 64,000 (year 2019),  Truck Traffic: 22%,  Features Intersected: RTES I81 & 220,  Facility Carried by Structure: Plantation Rd/115
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 235.769,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)