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

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Structure Number: 12139,  Location: 9.62-ROAKE CO; 2.37-RT11 (Lat: 37.157489,  Lng: -80.323628),  Route carried "on" structure: Interstate 81,  Year Built: 1970,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 22,370 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 31,318 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NS RAILWAY & RTE 641
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 194.625,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: 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: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 12177,  Location: 1.71RT-11;0.96RT-460-BUS. (Lat: 37.149764,  Lng: -80.398608),  Route carried "on" structure: US 460,  Year Built: 1969,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 19,842 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 27,779 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 723
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 197.041,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 12179,  Location: 1.71RT-11; 0.96RT-460 BUS (Lat: 37.149656,  Lng: -80.398825),  Route carried "on" structure: US 460,  Year Built: 1969,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 19,842 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 27,779 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 723
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 197.038,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12181,  Location: 0.81RT-11; 1.85RT-460BUS (Lat: 37.141956,  Lng: -80.385850),  Route carried "on" structure: US 460,  Year Built: 1969,  Status: Open,  Structure Length: 3.73m (12.24ft),  Average Daily Traffic: 19,842 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 27,779 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NS RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 198.486,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 12182,  Location: 0.81RTE-11; 1.85RT- BUS (Lat: 37.141892,  Lng: -80.386100),  Route carried "on" structure: US 460,  Year Built: 1969,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 4.84m (15.88ft),  Average Daily Traffic: 19,842 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 27,779 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NS RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 198.486,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 12209,  Location: 0.01 Rt675S; 0.03 Rt675N (Lat: 37.091361,  Lng: -80.390236),  Route carried "on" structure: County highway 615,  Year Built: 1932,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 2,696 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,774 (year 2040),  Design Load: HS 15,  Features Intersected: Smith Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.214,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.07m (6.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $883,000,  Roadway Improvement Cost: $309,000,  Total Project Cost: $2,869,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 1221,  Location: 0.20 Rt 675; 0.10 Rt 679 (Lat: 37.089000,  Lng: -80.390192),  Route carried "on" structure: County highway 615,  Year Built: 1957,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 2,696 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,774 (year 2040),  Features Intersected: Elliott Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.828,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 32.7 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: Meets minimum limits,  Length Of Structure Improvement: 2.04m (6.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,392,000,  Roadway Improvement Cost: $348,000,  Total Project Cost: $4,454,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 12211,  Location: 0.35 Rt 679; 1.70 Rt 669 (Lat: 37.083500,  Lng: -80.389900),  Route carried "on" structure: County highway 615,  Year Built: 1932,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 2,696 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,774 (year 2040),  Design Load: HS 20,  Features Intersected: Branch of Elliott Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.165,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Poor,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: 12212,  Location: 0.85 Rt 679; 1.20 Rt 669 (Lat: 37.078183,  Lng: -80.383450),  Route carried "on" structure: County highway 615,  Year Built: 1956,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 2,696 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,774 (year 2040),  Design Load: HS 20,  Features Intersected: Branch of Elliott Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.359,  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: 3,  Length of Maximum Span: 1.8m (5.9ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: 12269,  Location: 0.05-NCL CHRI; 3.65-RT642 (Lat: 37.151861,  Lng: -80.405047),  Route carried "on" structure: County highway 643,  Year Built: 1969,  Status: Open,  Structure Length: 5.26m (17.26ft),  Average Daily Traffic: 425 (year 2019),  Average Future Daily Traffic: 470 (year 2040),  Features Intersected: RTE 460 BY PASS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.3m (86.3ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  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

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Structure Number: 12295,  Location: 0.30-RT 675; 0.10-RT 675 (Lat: 37.105622,  Lng: -80.330675),  Route carried "on" structure: County highway 674,  Year Built: 1932,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 97 (year 2020),  Average Future Daily Traffic: 136 (year 2040),  Design Load: HL 93,  Features Intersected: Elliott Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.281,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 5.0m (16.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.29m (7.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $354,000,  Roadway Improvement Cost: $124,000,  Total Project Cost: $1,150,000 ( Estimate for 2018),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 12303,  Location: 0.00 Rt 615; 1.80 Rt 669 (Lat: 37.087903,  Lng: -80.391475),  Route carried "on" structure: Alternate State highway 679,  Year Built: 1978,  Status: Open,  Structure Length: 1.14m (3.74ft),  Average Daily Traffic: 202 (year 2020),  Average Future Daily Traffic: 210 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Elliott Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.880,  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: 11.4m (37.4ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 2251,  Location: 0.45-S. CBURG ;0.70-RT11 (Lat: 37.122503,  Lng: -80.400658),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 9.00m (29.53ft),  Average Daily Traffic: 4,683 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,556 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE I-81,  Facility Carried by Structure: SOUTH FRANKLIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.738,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 66.2 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,  Length Of Structure Improvement: 8.99m (29.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $6,134,000,  Roadway Improvement Cost: $2,147,000,  Total Project Cost: $20,550,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 22512,  Location: 0084ECL-CHRI 0117460 (Lat: 37.133625,  Lng: -80.389967),  Route carried "on" structure: Business US 11,  Year Built: 1942,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 9,951 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,946 (year 2040),  Design Load: H 15,  Features Intersected: ROANOKE ST O WALNUT BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.167,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22525,  Location: 000511 0221460 B (Lat: 37.134578,  Lng: -80.390089),  Route carried "on" structure: State highway 111,  Year Built: 1936,  Status: Posted for load,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 4,772 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,050 (year 2040),  Design Load: H 15,  Features Intersected: WALNUT BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 29.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $248,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $275,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22526,  Location: .01 DEPOT ST & 0.5 NS RWY (Lat: 37.132844,  Lng: -80.412953),  Route carried "on" structure: State highway 460,  Year Built: 1955,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 22,193 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 25,180 (year 2040),  Design Load: HS 20,  Features Intersected: TOWNE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.878,  Lanes on structure: 5,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 33.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $27,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $41,000

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Structure Number: 22527,  Location: 008011 0087111 (Lat: 37.140286,  Lng: -80.414922),  Route carried "on" structure: Business US 460,  Year Built: 1978,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 22,193 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 25,180 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: N FRNK ST O CRAB CK & NS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 4,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 23.5m (77.1ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 77.1 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: Superior to present desirable criteria,  Underclear: Equal 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 22528,  Location: 0090660 0140662 (Lat: 37.148122,  Lng: -80.448714),  Route carried "on" structure: County highway 661,  Year Built: 1985,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 89 (year 1989),  Average Future Daily Traffic: 178 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CRAB CREEK,  Facility Carried by Structure: CHRISMAN MILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 20.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 11.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  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,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 23735,  Location: 0.12-RT8 ;0.01_RT1328 (Lat: 37.101819,  Lng: -80.430347),  Route carried "on" structure: County highway 675,  Year Built: 1993,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,113 (year 2013),  Average Future Daily Traffic: 1,714 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Smith Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 25409,  Location: 0.4 MI. W. I81 (Lat: 37.134039,  Lng: -80.374497),  Route carried "on" structure: Business US 460,  Year Built: 2000,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 19,842 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 27,779 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE. 11/460 BUSINESS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 199.854,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.6m (143.0ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.6m (54.5ft)

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

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Structure Number: 25411,  Location: 0.16-Rt. 11; 0.36- I-81 (Lat: 37.132061,  Lng: -80.371703),  Route carried "on" structure: Ramp Interstate 460,  Year Built: 2000,  Status: Open,  Structure Length: 4.81m (15.78ft),  Average Daily Traffic: 6,000 (year 2019),  Average Future Daily Traffic: 12,000 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: Ramp I,  Facility Carried by Structure: Ramp A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.3m (148.6ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $3,011,000,  Roadway Improvement Cost: $1,204,000,  Total Project Cost: $10,387,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25412,  Location: 0.24 Rt. 81 / 0.15 Rt. 11 (Lat: 37.132044,  Lng: -80.372806),  Route carried "on" structure: US 460,  Year Built: 2000,  Status: Open,  Structure Length: 3.16m (10.37ft),  Average Daily Traffic: 3,656 (year 2020),  Average Future Daily Traffic: 4,943 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RAMP G,  Facility Carried by Structure: RAMP B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.209,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.6m (103.7ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Meets minimum limits,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25413,  Location: 1.00-RT11/460; 3.09-RT 8 (Lat: 37.129308,  Lng: -80.370756),  Route carried "on" structure: Ramp Interstate 81,  Year Built: 1999,  Status: Open,  Structure Length: 5.60m (18.37ft),  Average Daily Traffic: 2,541 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 2,795 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE. 460_BYPASS
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 190.087,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25414,  Location: 4.06 RT 8 / 11.90 ROANOKE (Lat: 37.137169,  Lng: -80.356753),  Route carried "on" structure: Interstate 81,  Year Built: 2001,  Status: Open,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 18,886 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 26,440 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 11/460 Roanoke Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 191.696,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 23.3m (76.4ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 67.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25415,  Location: 4.06 RT 8 / 11.90 ROANOKE (Lat: 37.137214,  Lng: -80.356433),  Route carried "on" structure: Interstate 81,  Year Built: 2001,  Status: Open,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 22,370 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 31,318 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 11/460 Roanoke Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 191.020,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.3m (119.1ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25416,  Location: 1.00-RT11/460; 3.09-RT 8 (Lat: 37.128731,  Lng: -80.370361),  Route carried "on" structure: Ramp Interstate 81,  Year Built: 1999,  Status: Open,  Structure Length: 5.60m (18.37ft),  Average Daily Traffic: 12,369 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 13,606 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE. 460_BYPASS
Minimum Vertical Clearance: 5.84m (19.16ft),  Kilometerpoint: 189.363,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25417,  Location: 4.06-RT 8; 11.90-ROA CO (Lat: 37.137100,  Lng: -80.357139),  Route carried "on" structure: Ramp Interstate 81,  Year Built: 1999,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 8,435 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 9,278 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE. 11/460
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 190.779,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25418,  Location: 3.09-RT8; 1.00-RT11/460 (Lat: 37.129114,  Lng: -80.370614),  Route carried "on" structure: Interstate 81,  Year Built: 2001,  Status: Open,  Structure Length: 5.60m (18.37ft),  Average Daily Traffic: 18,886 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 26,440 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE. 460
Minimum Vertical Clearance: 5.99m (19.65ft),  Kilometerpoint: 190.087,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25419,  Location: 3.09-RT8; 1.00-RT11/460 (Lat: 37.128908,  Lng: -80.370456),  Route carried "on" structure: Interstate 81,  Year Built: 2001,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 21,010 (year 2020),  Truck Traffic: 27%,  Average Future Daily Traffic: 29,414 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE. 460
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 189.363,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25991,  Location: 2.40 RTE 11; 0.9 RTE 114 (Lat: 37.153469,  Lng: -80.410742),  Route carried "on" structure: US 460,  Year Built: 2002,  Status: Open,  Structure Length: 11.26m (36.94ft),  Average Daily Traffic: 15,169 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,734 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RAMP C 460 W BUS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 195.976,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 56.0m (183.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Critical Feature 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: 25994,  Location: .14 460 WBL BP;.00 FLYOVE (Lat: 37.155225,  Lng: -80.412581),  Route carried "on" structure: US 460,  Year Built: 2003,  Status: Open,  Structure Length: 13.88m (45.54ft),  Average Daily Traffic: 2,100 (year 2017),  Average Future Daily Traffic: 4,200 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: RTE. 460 BY-PASS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25995,  Location: 0.07 Rmp E; 0.06 Rmp B (Lat: 37.154017,  Lng: -80.413658),  Route carried "on" structure: US 460,  Year Built: 2003,  Status: Open,  Structure Length: 8.70m (28.54ft),  Average Daily Traffic: 3,763 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,140 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 460 RAMP C & RAMP D
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.0m (147.6ft),  Curb-To-Curb Width: 15.0m (49.2ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25996,  Location: .25 460BP EB; .12 460BUS (Lat: 37.154939,  Lng: -80.413414),  Route carried "on" structure: Ramp US 460,  Year Built: 2003,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 37,000 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 74,000 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: 460 RAMPS C & D
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.7m (127.0ft),  Curb-To-Curb Width: 15.0m (49.2ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25997,  Location: .9 RT 460 BUS:.3 DEAD END (Lat: 37.164700,  Lng: -80.415033),  Route carried "on" structure: US 114,  Year Built: 2003,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 16,000 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 32,000 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: RTE. 460 BYPASS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.541,  Lanes on structure: 4,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.7m (100.7ft),  Curb-To-Curb Width: 27.9m (91.5ft),  Out-to-Out Width: 34.0m (111.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  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: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 28273,  Location: 0.0 Rt 639; 0.79 Dead End (Lat: 37.111972,  Lng: -80.294500),  Route carried "on" structure: County highway 722,  Year Built: 2006,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 40 (year 2019),  Average Future Daily Traffic: 57 (year 2040),  Design Load: H 20,  Features Intersected: Elliott Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.432,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 1.2m (3.9ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.19m (7.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $1,356,000,  Roadway Improvement Cost: $339,000,  Total Project Cost: $4,341,000 ( Estimate for 2020)

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Structure Number: 28371,  Location: 011111 0115460-BUS (Lat: 37.141728,  Lng: -80.405164),  Route carried "on" structure: State highway 111,  Year Built: 2005,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 5,354 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,889 (year 2040),  Design Load: HS 20,  Features Intersected: CRAB CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 0.0m,  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 25.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 15.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of replacement,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Total Project Cost: $1,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 293,  Location: 0.05 MI E US 460 Bus (Lat: 37.138464,  Lng: -80.413908),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,286 (year 2014),  Average Future Daily Traffic: 1,691 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: Towne Branch,  Facility Carried by Structure: Mill Lane
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 29534,  Location: 9.62-Roanoke Co;2.37-Rt11 (Lat: 37.157503,  Lng: -80.323956),  Route carried "on" structure: Alternate Interstate 81,  Year Built: 2012,  Status: Open,  Structure Length: 6.13m (20.11ft),  Average Daily Traffic: 18,909 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 26,473 (year 2040),  Design Load: HL 93,  Features Intersected: NS Rwy; Den Hill Rd/641
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 195.334,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 24.2m (79.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Galvanized Reinforcing

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Structure Number: 2994,  Location: .0-Rte 609; .4-Rte 780 (Lat: 37.101819,  Lng: -80.430347),  Route carried "on" structure: County highway 637,  Year Built: 2012,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,113 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,714 (year 2040),  Design Load: HL 93,  Features Intersected: Stradletons Branch
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 8.560,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable 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: December 2020,  Total Project Cost: $1,000 ( Estimate for 2016)

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Structure Number: 30365,  Location: 5.13RT-177; 4.05RT-460 (Lat: 37.116197,  Lng: -80.422989),  Route carried "on" structure: Interstate 81,  Year Built: 2019,  Status: Open,  Structure Length: 4.49m (14.73ft),  Average Daily Traffic: 18,886 (year 2020),  Truck Traffic: 31%,  Average Future Daily Traffic: 26,440 (year 2040),  Design Load: HL 93,  Features Intersected: ROUTE 8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 184.456,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.3m (43.6ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.9m (140.7ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Galvanized Reinforcing

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Structure Number: 30366,  Location: 5.13-Rt.177; 4.05-Rt.460 (Lat: 37.115944,  Lng: -80.422861),  Route carried "on" structure: Interstate 81,  Year Built: 2020,  Status: Open,  Structure Length: 4.50m (14.76ft),  Average Daily Traffic: 21,010 (year 2020),  Average Future Daily Traffic: 29,414 (year 2040),  Design Load: HL 93,  Features Intersected: ROUTE 8
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.9m (42.3ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.9m (140.7ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  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: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 12139,  Location: 9.62-ROAKE CO; 2.37-RT11 (Lat: 37.157489,  Lng: -80.323628),  Route carried "under" structure: County highway 641,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 790 (year 2013),  Features Intersected: NS RAILWAY & RTE 641,  Facility Carried by Structure: NBL ROUTE 0081
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 4.537,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)