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

Find on map >>   Show street view

Structure Number: 14848,  Location: 2.69-Salem; 3.14-Mont Co. (Lat: 37.263850,  Lng: -80.154867),  Route carried "on" structure: Alternate US 11,  Year Built: 1922,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 9,190 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,109 (year 2040),  Design Load: HS 20,  Features Intersected: Callahan Branch,  Facility Carried by Structure: West Main St.(460)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 220.642,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.0m (26.2ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.68m (5.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,781,000,  Roadway Improvement Cost: $623,000,  Total Project Cost: $6,146,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 14855,  Location: 5.60-MONT CO; 1.23-RT 112 (Lat: 37.286967,  Lng: -80.120658),  Route carried "on" structure: Interstate 81,  Year Built: 1962,  Status: Open,  Structure Length: 3.40m (11.15ft),  Average Daily Traffic: 28,805 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 40,327 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 640_BUT HOLLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 219.130,  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: 12.2m (40.0ft),  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: 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: Somewhat better than minimum adequacy,  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: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 14857,  Location: 5.60-MONT CO;1.23-RT 112 (Lat: 37.287250,  Lng: -80.120900),  Route carried "on" structure: Interstate 81,  Year Built: 1962,  Status: Open,  Structure Length: 3.40m (11.15ft),  Average Daily Traffic: 22,319 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 31,247 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE640; BUTT HOLLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 219.838,  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: 12.2m (40.0ft),  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: 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: Somewhat better than minimum adequacy,  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: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 14867,  Location: 5.11-MONT CO; 1.72-RT 112 (Lat: 37.282742,  Lng: -80.127706),  Route carried "on" structure: Interstate 81,  Year Built: 1962,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 28,805 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 40,327 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RT642; ALLEGHANNY DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 218.341,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 14869,  Location: 5.11 MONT CO; 1.72 RT 112 (Lat: 37.282972,  Lng: -80.127928),  Route carried "on" structure: Interstate 81,  Year Built: 1962,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 22,319 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 31,247 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ALLEGHANY DRIVE_(RT642)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 219.049,  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: 11.6m (38.1ft),  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: 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: 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 14895,  Location: 3.12-MONT CO; 3.71-RT 112 (Lat: 37.265081,  Lng: -80.155661),  Route carried "on" structure: Interstate 81,  Year Built: 1964,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 28,805 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 40,327 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: GLENVAR HEIGHTS BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 215.107,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.4m (40.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  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: Equal to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $234,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 14897,  Location: 3.12-MONT CO; 3.71-RT 112 (Lat: 37.265261,  Lng: -80.155881),  Route carried "on" structure: Interstate 81,  Year Built: 1964,  Status: Open,  Structure Length: 4.14m (13.58ft),  Average Daily Traffic: 22,319 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 31,247 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: GLENVAR HEIGHTS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 215.815,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.2m (20.3ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  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: Equal to present desirable criteria,  Length Of Structure Improvement: 4.15m (13.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $200,000,  Total Project Cost: $206,000 ( Estimate for 2041),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 14899,  Location: 4.19 MONT CO; 2.64 RT 112 (Lat: 37.273931,  Lng: -80.140150),  Route carried "on" structure: Interstate 81,  Year Built: 1964,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 28,805 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 40,327 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 777 FORT LEWIS CHURCH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 216.829,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.66m (15.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $2,079,000,  Roadway Improvement Cost: $728,000,  Total Project Cost: $6,757,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 14901,  Location: 4.19-MONT CO; 2.64-RT 112 (Lat: 37.274158,  Lng: -80.140231),  Route carried "on" structure: Interstate 81,  Year Built: 1964,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 22,319 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 31,247 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 777 FORT LEWIS CHURCH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 217.537,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 61.7 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: Somewhat better than minimum adequacy,  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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 14904,  Location: 4.22-Mont Co; 2.61-Rte112 (Lat: 37.274522,  Lng: -80.139675),  Route carried "on" structure: Interstate 81,  Year Built: 1964,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 51,124 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 57,401 (year 2040),  Design Load: HS 20,  Features Intersected: Rock Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 216.909,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 23 degrees,  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: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.16m (3.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $617,000,  Roadway Improvement Cost: $216,000,  Total Project Cost: $1,819,000 ( Estimate for 2017)

Find on map >>   Show street view

Structure Number: 14982,  Location: 0.70-Rt639S; 0.30-Rt639N (Lat: 37.252800,  Lng: -80.134400),  Route carried "on" structure: County highway 612,  Year Built: 1949,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 715 (year 2018),  Average Future Daily Traffic: 899 (year 2040),  Features Intersected: Branch Roanoke River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.812,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.7m (25.3ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 65.3 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: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000 ( Estimate for 2020),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

Find on map >>   Show street view

Structure Number: 14983,  Location: 0.77-Rte639N; 0.13-Rte646 (Lat: 37.264511,  Lng: -80.138922),  Route carried "on" structure: County highway 612,  Year Built: 1932,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 852 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 937 (year 2040),  Features Intersected: Callahan Branch @ Wabun
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.537,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 5.9m (19.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $274,000,  Roadway Improvement Cost: $96,000,  Total Project Cost: $891,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 14984,  Location: 4.55-Rte916; 0.55-Rte639 (Lat: 37.234189,  Lng: -80.133375),  Route carried "on" structure: County highway 612,  Year Built: 1951,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 320 (year 2018),  Average Future Daily Traffic: 371 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Br Roanoke River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.869,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $289,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $302,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 14985,  Location: 1.00-Rte639; 4.10-Rte916 (Lat: 37.228636,  Lng: -80.133231),  Route carried "on" structure: County highway 612,  Year Built: 1951,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 320 (year 2018),  Average Future Daily Traffic: 371 (year 2040),  Features Intersected: Dry Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.593,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 3.8m (12.5ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.7m (18.7ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  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: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $234,000,  Roadway Improvement Cost: $82,000,  Total Project Cost: $762,000 ( Estimate for 2018),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 14989,  Location: 0.01-Rte639; 1.00-Rte646 (Lat: 37.255278,  Lng: -80.137539),  Route carried "on" structure: County highway 612,  Year Built: 1962,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 852 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 937 (year 2040),  Design Load: HS 15,  Features Intersected: Roanoke River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.709,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.40m (21.00ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2020,  Underwater Inspection Date: June 2017,  Bridge Improvement Cost: $2,296,000,  Roadway Improvement Cost: $804,000,  Total Project Cost: $7,463,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Other

Find on map >>   Show street view

Structure Number: 15038,  Location: 0.34-Rte734; 1.80-Rte649 (Lat: 37.244208,  Lng: -80.143947),  Route carried "on" structure: County highway 639,  Year Built: 1974,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 228 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 251 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Roanoke River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.041,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 52.6 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

Find on map >>   Show street view

Structure Number: 15041,  Location: 0.75-RT 734; 0.90-RT 649 (Lat: 37.245228,  Lng: -80.150558),  Route carried "on" structure: County highway 639,  Year Built: 1989,  Status: Open,  Structure Length: 15.02m (49.28ft),  Average Daily Traffic: 228 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 251 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROANOKE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.816,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 15046,  Location: 0.10-Rte737; 1.55-Rte882 (Lat: 37.250308,  Lng: -80.104969),  Route carried "on" structure: County highway 639,  Year Built: 1949,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 702 (year 2018),  Average Future Daily Traffic: 1,011 (year 2040),  Design Load: HL 93,  Features Intersected: Br Roanoke River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.532,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.07m (3.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $393,000,  Roadway Improvement Cost: $138,000,  Total Project Cost: $1,278,000 ( Estimate for 2016),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

Find on map >>   Show street view

Structure Number: 15049,  Location: 0.30-RT11; 0.01-RT828 (Lat: 37.279958,  Lng: -80.131911),  Route carried "on" structure: County highway 643,  Year Built: 1962,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 3,393 (year 2019),  Average Future Daily Traffic: 3,749 (year 2040),  Design Load: HL 93,  Features Intersected: RTE 81
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.1m (79.1ft),  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: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: 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: 7.44m (24.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $5,077,000,  Roadway Improvement Cost: $1,269,000,  Total Project Cost: $16,246,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 15051,  Location: 0.00-RTE 612;0.10-RTE 852 (Lat: 37.267289,  Lng: -80.139617),  Route carried "on" structure: County highway 646,  Year Built: 1978,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 780 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,108 (year 2040),  Design Load: HL 93,  Features Intersected: ROANOKE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

Find on map >>   Show street view

Structure Number: 15092,  Location: 0.02-Rte871; 0.01-Rte639 (Lat: 37.249622,  Lng: -80.141722),  Route carried "on" structure: County highway 734,  Year Built: 1948,  Status: Posted for load,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 160 (year 2018),  Average Future Daily Traffic: 188 (year 2040),  Features Intersected: Roanoke River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 5.03m (16.50ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $841,000,  Roadway Improvement Cost: $294,000,  Total Project Cost: $2,733,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

Find on map >>   Show street view

Structure Number: 15094,  Location: 0.00-Rte639;0.80-end main (Lat: 37.249289,  Lng: -80.105294),  Route carried "on" structure: County highway 737,  Year Built: 1957,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 327 (year 2018),  Average Future Daily Traffic: 404 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Branch Roanoke River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.265,  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: 6.9m (22.6ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 19 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $395,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $398,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy

Find on map >>   Show street view

Structure Number: 15109,  Location: 0.28 RT 793; 0.02 RT 828 (Lat: 37.275267,  Lng: -80.140450),  Route carried "on" structure: County highway 777,  Year Built: 1944,  Status: Posted for load,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 2,281 (year 2018),  Average Future Daily Traffic: 2,661 (year 2040),  Features Intersected: Stypes Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.418,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $350,000,  Roadway Improvement Cost: $122,000,  Total Project Cost: $1,137,000 ( Estimate for 2018),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 1511,  Location: 0.06-Rte828; 0.15-Rte11 (Lat: 37.273658,  Lng: -80.139836),  Route carried "on" structure: County highway 777,  Year Built: 1964,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 2,281 (year 2018),  Average Future Daily Traffic: 2,661 (year 2040),  Design Load: HS 20,  Features Intersected: STYPES BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.290,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

Find on map >>   Show street view

Structure Number: 15123,  Location: 0.40-Rte1119; 0.0-Rte777 (Lat: 37.275106,  Lng: -80.140244),  Route carried "on" structure: County highway 828,  Year Built: 1932,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 822 (year 2019),  Average Future Daily Traffic: 1,009 (year 2040),  Features Intersected: Little Bear Rock Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  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: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $290,000,  Roadway Improvement Cost: $102,000,  Total Project Cost: $943,000 ( Estimate for 2019),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

Find on map >>   Show street view

Structure Number: 15125,  Location: 0.02-Rt847; 0.18-dead end (Lat: 37.255636,  Lng: -80.136653),  Route carried "on" structure: County highway 857,  Year Built: 1961,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 15 (year 2015),  Average Future Daily Traffic: 22 (year 2040),  Design Load: HL 93,  Features Intersected: Dry Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 3.0m (9.8ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 4.0m (13.1ft),  Out-to-Out Width: 4.2m (13.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 68.0 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $162,000,  Roadway Improvement Cost: $57,000,  Total Project Cost: $526,000 ( Estimate for 2017),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 25359,  Location: 0.43-Rt639; 0.42-dead end (Lat: 37.276828,  Lng: -80.106417),  Route carried "on" structure: County highway 1185,  Year Built: 1989,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 873 (year 2015),  Average Future Daily Traffic: 1,310 (year 2040),  Design Load: HS 20,  Features Intersected: Branch of Roanoke River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.676,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.04m (3.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $307,000,  Roadway Improvement Cost: $107,000,  Total Project Cost: $906,000 ( Estimate for 2018)

Find on map >>   Show street view

Structure Number: 30037,  Location: 0.01-RT 777;0.31-RT 612 (Lat: 37.271617,  Lng: -80.139450),  Route carried "on" structure: US 11,  Year Built: 2012,  Status: Open,  Structure Length: 1.35m (4.43ft),  Average Daily Traffic: 9,190 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,109 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LITTLE BEAR ROCK BRANCH
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 222.356,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 30.4m (99.7ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.5m (44.3ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 33.1m (108.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

Find on map >>   Show street view

Structure Number: 14855,  Location: 5.60-MONT CO; 1.23-RT 112 (Lat: 37.286967,  Lng: -80.120658),  Route carried "under" structure: County highway 640,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2019),  Features Intersected: RTE 640_BUT HOLLOW ROAD,  Facility Carried by Structure: NBL ROUTE 0081
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 1.818,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 12.2m (40.0ft)

Find on map >>   Show street view

Structure Number: 14857,  Location: 5.60-MONT CO;1.23-RT 112 (Lat: 37.287250,  Lng: -80.120900),  Route carried "under" structure: County highway 640,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 1,275 (year 2006),  Features Intersected: RTE640; BUTT HOLLOW ROAD,  Facility Carried by Structure: SBL ROUTE 0081
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 1.818,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 12.2m (40.0ft)

Find on map >>   Show street view

Structure Number: 14867,  Location: 5.11-MONT CO; 1.72-RT 112 (Lat: 37.282742,  Lng: -80.127706),  Route carried "under" structure: County highway 642,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 1,100 (year 2019),  Features Intersected: RT642; ALLEGHANNY DR.,  Facility Carried by Structure: NBL ROUTE 0081
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 0.611,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 11.6m (38.1ft)

Find on map >>   Show street view

Structure Number: 14869,  Location: 5.11 MONT CO; 1.72 RT 112 (Lat: 37.282972,  Lng: -80.127928),  Route carried "under" structure: County highway 642,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 1,100 (year 2019),  Features Intersected: ALLEGHANY DRIVE_(RT642),  Facility Carried by Structure: SBL ROUTE 0081
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 11.6m (38.1ft)

Find on map >>   Show street view

Structure Number: 14895,  Location: 3.12-MONT CO; 3.71-RT 112 (Lat: 37.265081,  Lng: -80.155661),  Route carried "under" structure: County highway 927,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 460 (year 2018),  Features Intersected: GLENVAR HEIGHTS BLVD.,  Facility Carried by Structure: NBL ROUTE 0081
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 12.4m (40.7ft)

Find on map >>   Show street view

Structure Number: 14897,  Location: 3.12-MONT CO; 3.71-RT 112 (Lat: 37.265261,  Lng: -80.155881),  Route carried "under" structure: County highway 927,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 460 (year 2018),  Features Intersected: GLENVAR HEIGHTS BLVD,  Facility Carried by Structure: SBL ROUTE 0081
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 0.257,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 13.4m (44.0ft)

Find on map >>   Show street view

Structure Number: 14899,  Location: 4.19 MONT CO; 2.64 RT 112 (Lat: 37.273931,  Lng: -80.140150),  Route carried "under" structure: County highway 777,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 2,300 (year 2018),  Features Intersected: 777 FORT LEWIS CHURCH RD,  Facility Carried by Structure: NBL ROUTE 0081
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

Find on map >>   Show street view

Structure Number: 14901,  Location: 4.19-MONT CO; 2.64-RT 112 (Lat: 37.274158,  Lng: -80.140231),  Route carried "under" structure: County highway 777,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 2,300 (year 2018),  Features Intersected: 777 FORT LEWIS CHURCH RD,  Facility Carried by Structure: SBL ROUTE 0081
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.257,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

Find on map >>   Show street view

Structure Number: 15049,  Location: 0.30-RT11; 0.01-RT828 (Lat: 37.279958,  Lng: -80.131911),  Route carried "under" structure: Interstate 81,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 63,000 (year 2019),  Truck Traffic: 21%,  Features Intersected: RTE 81,  Facility Carried by Structure: DAUGHERTY RD/RT643
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 7.723,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)