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

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Structure Number: 21707,  Location: 1.67-RT 24; 1.87-RT 419 (Lat: 37.251939,  Lng: -79.957992),  Route carried "on" structure: Bypass US 220,  Year Built: 1977,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 57,912 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 77,501 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WONJU STEET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 99.034,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 36.3m (119.1ft),  Out-to-Out Width: 37.8m (124.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  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: Equal to 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: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 21709,  Location: 1.2-RT-24; 2.33-RT419 (Lat: 37.256164,  Lng: -79.952842),  Route carried "on" structure: Bypass US 220,  Year Built: 1978,  Status: Open,  Structure Length: 21.41m (70.24ft),  Average Daily Traffic: 57,912 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 77,501 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROANOKE RIVER & NS RWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 99.710,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 39 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 62.2m (204.1ft),  Curb-To-Curb Width: 28.4m (93.2ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 21711,  Location: 0.90-RTE24E; 2.64-RTE419 (Lat: 37.258219,  Lng: -79.947308),  Route carried "on" structure: Bypass US 220,  Year Built: 1973,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 6.17m (20.24ft),  Average Daily Traffic: 57,912 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 77,501 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RT220 BUS & FRANKLIN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 100.273,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 29.9m (98.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.13m (20.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $5,993,000,  Roadway Improvement Cost: $2,098,000,  Total Project Cost: $19,477,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 21713,  Location: 0.26 Rt 24 & 2.54 Roa CL (Lat: 37.262731,  Lng: -79.939250),  Route carried "on" structure: US 220,  Year Built: 1973,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 12.01m (39.40ft),  Average Daily Traffic: 28,956 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 40,538 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NSRR; Albml Ave; Wmsn Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 101.319,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 64.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 21715,  Location: 0.26 Rt24 & 2.54-Roa CL. (Lat: 37.262550,  Lng: -79.939300),  Route carried "on" structure: US 220,  Year Built: 1974,  Status: Open,  Structure Length: 12.01m (39.40ft),  Average Daily Traffic: 28,956 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 40,538 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NSRR;Albml Ave & Wmsn Rd
Minimum Vertical Clearance: 6.27m (20.57ft),  Kilometerpoint: 101.319,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 12.01m (39.40ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Bridge Improvement Cost: $11,978,000,  Roadway Improvement Cost: $4,192,000,  Total Project Cost: $41,324,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 21717,  Location: 0.50-RT24; 2.30-ROANOKE-C (Lat: 37.259867,  Lng: -79.941758),  Route carried "on" structure: US 220,  Year Built: 1973,  Status: Open,  Structure Length: 11.25m (36.91ft),  Average Daily Traffic: 57,912 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 77,501 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WALNUT AV & JEFFRSN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 100.916,  Lanes on structure: 6,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 40.8m (133.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.0m,  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  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: Wearing Surface: Latex Concrete

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Structure Number: 21721,  Location: 0.15-Rte419; 7.82-FrankCo (Lat: 37.233586,  Lng: -79.971342),  Route carried "on" structure: US 220,  Year Built: 1979,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 18,793 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 20,672 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 95.768,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 25 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: 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: Equal to 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: October 2020,  Bridge Improvement Cost: $1,806,000,  Roadway Improvement Cost: $542,000,  Total Project Cost: $5,778,000 ( Estimate for 2018)

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Structure Number: 21723,  Location: 3.36-Rte24; 0.14-Rte419 (Lat: 37.233394,  Lng: -79.974961),  Route carried "on" structure: Bypass US 220,  Year Built: 1979,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 45,827 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 63,447 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 96.202,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 4 degrees,  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: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 21724,  Location: 1.97-RT 24; 1.53-RT 419 (Lat: 37.249258,  Lng: -79.962564),  Route carried "on" structure: Bypass US 220,  Year Built: 1980,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 45,827 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 63,447 (year 2040),  Design Load: HS 20,  Features Intersected: NS RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 98.439,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 27 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 34.7m (113.8ft),  Out-to-Out Width: 34.7m (113.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: 21725,  Location: 3.50-RT24; 7.97-FRANK CO (Lat: 37.231694,  Lng: -79.973103),  Route carried "on" structure: Bypass US 220,  Year Built: 1980,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 14,370 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 20,119 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 419
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 96.089,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 68.0 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 21727,  Location: 3.50-RT24; 7.97-FRANK CO (Lat: 37.231856,  Lng: -79.972994),  Route carried "on" structure: Bypass US 220,  Year Built: 1980,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 14,370 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 20,119 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 419
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 96.089,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 69.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 21729,  Location: 0030115 0071GUS NICK (Lat: 37.283961,  Lng: -79.919867),  Route carried "on" structure: US 460,  Year Built: 1930,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 37,219 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 40,941 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Tinker Creek,  Facility Carried by Structure: Orange Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.467,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.1m (36.4ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 45.4 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $96,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $116,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 21731,  Location: 0.01 S. OF JCT SR 11 (Lat: 37.256378,  Lng: -79.968714),  Route carried "on" structure: Business US 221,  Year Built: 1938,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 6,451 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,096 (year 2040),  Design Load: H 15,  Features Intersected: BRAMBLTN AV O MURRAY RUN,  Facility Carried by Structure: Brambleton Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.079,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.9m (22.6ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 30.8 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $176,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $186,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 21732,  Location: 8th STREET SW (Lat: 37.265603,  Lng: -79.958181),  Route carried "on" structure: US 221,  Year Built: 1940,  Status: Open,  Structure Length: 25.33m (83.10ft),  Average Daily Traffic: 8,296 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,126 (year 2040),  Design Load: HS 20,  Features Intersected: Winchester Ave. NSRR,  Facility Carried by Structure: Main Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 156.894,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 9,  Number Of Approach Spans: 2,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 25.15m (82.51ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Bridge Improvement Cost: $864,000,  Total Project Cost: $864,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 21735,  Location: 0015581-S 0211116 (Lat: 37.282475,  Lng: -79.941186),  Route carried "on" structure: US 460,  Year Built: 1932,  Status: Open,  Structure Length: 2.20m (7.22ft),  Average Daily Traffic: 18,887 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 22,796 (year 2040),  Features Intersected: LICK RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 248.558,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 27 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.0m (72.2ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.26m (7.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $66,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $86,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 21738,  Location: 1.76 RT 101; 1.07 RT 460 (Lat: 37.293425,  Lng: -79.948675),  Route carried "on" structure: Interstate 581,  Year Built: 1963,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 40,746 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 57,044 (year 2040),  Design Load: HS 20,  Features Intersected: 10TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.508,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 56.2 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: Equal to 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 21742,  Location: 2.83-Rt 101 & 0.43-Rt 11 (Lat: 37.281961,  Lng: -79.938308),  Route carried "on" structure: Interstate 581,  Year Built: 1965,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 84,387 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 98,795 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTEs 11; 116 & 460
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.802,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 39.0m (128.0ft),  Out-to-Out Width: 40.6m (133.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.58m (18.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $22,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 21744,  Location: 0.21-RT 460; 0.21-RT 11 (Lat: 37.279222,  Lng: -79.937353),  Route carried "on" structure: Interstate 581,  Year Built: 1966,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 79,723 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 90,720 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WALKER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.432,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 36.7m (120.4ft),  Out-to-Out Width: 37.7m (123.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 21746,  Location: 0.42-Rt 460 & 1.15-Rt 24 (Lat: 37.276131,  Lng: -79.936086),  Route carried "on" structure: Interstate 581,  Year Built: 1968,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 9.88m (32.41ft),  Average Daily Traffic: 79,723 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 90,720 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Routes 11; 116 & 221
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.158,  Lanes on structure: 7,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 39 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 29.9m (98.1ft),  Out-to-Out Width: 32.0m (105.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.06m (33.01ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: December 2021,  Critical Feature Inspection Date: December 2021,  Bridge Improvement Cost: $17,322,000,  Roadway Improvement Cost: $7,795,000,  Total Project Cost: $61,493,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 2175,  Location: 0.1-CAMPBELL;0.4 RTE. 24 (Lat: 37.270000,  Lng: -79.936331),  Route carried "on" structure: Interstate 581,  Year Built: 1968,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 70,628 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 77,691 (year 2040),  Design Load: HS 15,  Features Intersected: TAZEWELL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  Lanes on structure: 7,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 34.1m (111.9ft),  Out-to-Out Width: 35.6m (116.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 77.1 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: Equal to 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 21754,  Location: 0.26-RT11 & 0.41-RT24 (Lat: 37.271083,  Lng: -79.936261),  Route carried "on" structure: Interstate 581,  Year Built: 1968,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 34.39m (112.83ft),  Average Daily Traffic: 35,139 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 49,195 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NS RWY;SHEN & CAMPBL AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.467,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 18,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $34,228,000,  Roadway Improvement Cost: $15,403,000,  Total Project Cost: $118,087,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 21756,  Location: 0.26-RT11; 0.41-RT24 (Lat: 37.271219,  Lng: -79.936067),  Route carried "on" structure: Interstate 581,  Year Built: 1968,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 34.39m (112.83ft),  Average Daily Traffic: 35,489 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 49,685 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NS RWY;SHEN & CAMPBL AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.467,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.0m,  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $34,228,000,  Roadway Improvement Cost: $15,403,000,  Total Project Cost: $118,087,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 21761,  Location: 1.51-Rte117 & 2.88-Rte460 (Lat: 37.309294,  Lng: -79.975883),  Route carried "on" structure: Ramp Interstate 581,  Year Built: 1965,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 6,243 (year 2020),  Average Future Daily Traffic: 7,713 (year 2040),  Design Load: HS 20,  Features Intersected: Lick Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $102,000

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Structure Number: 23565,  Location: 0.02 MI. E. US220 (Lat: 37.228608,  Lng: -79.970308),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 1.08m (3.54ft),  Average Daily Traffic: 100 (year 1992),  Truck Traffic: 1%,  Average Future Daily Traffic: 200 (year 2034),  Features Intersected: ORE RUN BRANCH,  Facility Carried by Structure: SOUTHERN HILLS DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 65.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 1.04m (3.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $122,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $143,000 ( Estimate for 2016)

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Structure Number: 24099,  Location: .1 NORFLK AV;.1SHEN AVE (Lat: 37.273186,  Lng: -79.949753),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 2,775 (year 2020),  Average Future Daily Traffic: 3,052 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NS RAILWAY,  Facility Carried by Structure: 5TH ST. NW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.6m (97.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.7m (64.6ft)

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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 8.84m (29.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2019,  Bridge Improvement Cost: $168,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $170,000 ( Estimate for 2017),  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: 25422,  Location: .1 N AERIAL WAY DRIVE (Lat: 37.271022,  Lng: -80.008164),  Route carried "on" structure: State highway 117,  Year Built: 1998,  Status: Open,  Structure Length: 18.89m (61.98ft),  Average Daily Traffic: 15,247 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 16,667 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROANOKE R. & NS RAILWAY,  Facility Carried by Structure: PETERS CR. RD. EXT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 78.3m (256.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $184,000,  Total Project Cost: $184,000 ( Estimate for 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: 25424,  Location: 0.3 MI. S. MELROSE AVE. (Lat: 37.293203,  Lng: -80.006519),  Route carried "on" structure: State highway 117,  Year Built: 1998,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 15,247 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 16,667 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: PETERS CREEK,  Facility Carried by Structure: PETERS CK. RD. EXT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.282,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 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: October 2020,  Bridge Improvement Cost: $95,000,  Total Project Cost: $95,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Bituminous

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Structure Number: 25425,  Location: .1 MI. S. MELROSE AVE. (Lat: 37.295319,  Lng: -80.007519),  Route carried "on" structure: State highway 117,  Year Built: 1998,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 15,247 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,667 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: PETERS CREEK,  Facility Carried by Structure: PETERS CK. RD. EXT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.604,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 26 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: October 2020,  Bridge Improvement Cost: $78,000,  Total Project Cost: $78,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Bituminous

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Structure Number: 25427,  Location: 1.70-RT 101; 0.00-INT.581 (Lat: 37.297542,  Lng: -79.958381),  Route carried "on" structure: City street ,  Year Built: 1999,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 7.34m (24.08ft),  Average Daily Traffic: 17,000 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 34,000 (year 2039),  Design Load: HL 93,  Features Intersected: I-581,  Facility Carried by Structure: Valley View Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.958,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 26.7m (87.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 52.6 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25739,  Location: 0.04 Miles from Salem Ave (Lat: 37.272497,  Lng: -79.944464),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 19.39m (63.62ft),  Average Daily Traffic: 8,024 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 11,234 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Shenandoah Ave NS RWY,  Facility Carried by Structure: Gainsboro Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 35.4m (116.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.39m (63.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $451,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $461,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 26674,  Location: 0.07 FR. MUDLICK RD (Lat: 37.259103,  Lng: -80.007700),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1 (year 2002),  Average Future Daily Traffic: 2 (year 2034),  Design Load: HS 20,  Features Intersected: MURDOCK CREEK,  Facility Carried by Structure: KNOLLWOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.6m (18.4ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 70.01m (229.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $58,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $78,000 ( Estimate for 2018),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 26805,  Location: 1.0-Rte.117; 0.8-Rte.101 (Lat: 37.315697,  Lng: -79.981758),  Route carried "on" structure: ServiceCity street ,  Year Built: 2001,  Status: Open,  Structure Length: 1.61m (5.28ft),  Average Daily Traffic: 890 (year 2017),  Average Future Daily Traffic: 1,780 (year 2037),  Features Intersected: Branch Lick Run,  Facility Carried by Structure: Frontage Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.676,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.2m (17.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.34m (1.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $5,800,000,  Roadway Improvement Cost: $1,800,000,  Total Project Cost: $7,600,000 ( Estimate for 2020)

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Structure Number: 28641,  Location: 0.01-RT 220; 0.15-RT 674 (Lat: 37.203325,  Lng: -79.949519),  Route carried "on" structure: County highway 675,  Year Built: 2004,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 4,457 (year 2015),  Average Future Daily Traffic: 5,014 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WET WEATHER BR.,  Facility Carried by Structure: CLEARBROOK VIL. LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.271,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: October 2021

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Structure Number: 29327,  Location: Int. @ Tinker Creek (Lat: 37.282272,  Lng: -79.929875),  Route carried "on" structure: US 460,  Year Built: 1972,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 18,750 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 26,250 (year 2040),  Features Intersected: Tributary to Tinker Crk.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.0m (23.0ft)

Condition: Channel: Very good,  Culverts: Good,  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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Internally Sealed

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Structure Number: 2951,  Location: 2.43-Rke;0.85-Franklin Co (Lat: 37.216111,  Lng: -79.887750),  Route carried "on" structure: County highway 116,  Year Built: 2019,  Status: Open,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 4,812 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,006 (year 2040),  Design Load: HL 93,  Features Intersected: Back Creek
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 16.616,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 84.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 6.37m (20.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Other Coated Reinforcing

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Structure Number: 29515,  Location: 4.45-RT419; 3.68 Frkln CL (Lat: 37.178944,  Lng: -79.935475),  Route carried "on" structure: State highway 220,  Year Built: 2020,  Status: Open,  Structure Length: 6.26m (20.54ft),  Average Daily Traffic: 28,367 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 36,404 (year 2040),  Design Load: HL 93,  Features Intersected: Back Creek
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 88.942,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.8m (107.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 65.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Galvanized Reinforcing

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Structure Number: 29961,  Location: 0.3 mi. W Jct. of SR 117 (Lat: 37.308333,  Lng: -80.011111),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 500 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,000 (year 2031),  Features Intersected: BRANCH OF PETERS CREEK,  Facility Carried by Structure: NORTHWOOD DRIVE
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft)

Condition: Channel: 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $31,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $43,000

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Structure Number: 30418,  Location: 0.01- Hollins RD (Lat: 37.305792,  Lng: -79.925722),  Route carried "on" structure: City street 605,  Year Built: 2015,  Status: Open,  Structure Length: 3.98m (13.06ft),  Average Daily Traffic: 5,527 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,060 (year 2040),  Design Load: HL 93,  Features Intersected: TINKER CREEK,  Facility Carried by Structure: OLD MOUNTAIN ROAD
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.9m (65.3ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $3,030,000,  Total Project Cost: $3,030,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Other Coated Reinforcing

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Structure Number: 30507,  Location: 0.40-RT460; 0.80- RT1049 (Lat: 37.319161,  Lng: -79.885617),  Route carried "on" structure: County highway 609,  Year Built: 2016,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 1,179 (year 2019),  Average Future Daily Traffic: 1,282 (year 2040),  Design Load: HL 93,  Features Intersected: BRANCH OF GLADE CREEK
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 1.586,  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: 2,  Length of Maximum Span: 2.8m (9.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: 30809,  Location: 0.26-Brandon Ave (Lat: 37.256519,  Lng: -79.948539),  Route carried "on" structure: Business US 220,  Year Built: 2019,  Status: Open,  Structure Length: 16.83m (55.22ft),  Average Daily Traffic: 8,332 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,165 (year 2040),  Design Load: HL 93,  Features Intersected: NS RAILWAY
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.5m (44.3ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 37.0m (121.4ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 16.70m (54.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Membrane: Other,  Deck Protection: Other