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


  • National Bridge Inventory (NBI) Statistics
  • 34Number of bridges
  • 262ft / 80mTotal length
  • $4,881,000Total costs
  • 108,746Total average daily traffic
  • 5,934Total average daily truck traffic
  • 131,517Total future (year 2027) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Buena Vista
  • No street view available for this location

New bridges in Buena Vista, VA - historical statistics
  • New bridges - historical statistics
  • 71930-1939
  • 31950-1959
  • 31960-1969
  • 121970-1979
  • 31980-1989
  • 31990-1999
  • 32000-2009
Reconstructed bridges in Buena Vista, VA - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 21990-1999
  • 02000-2009
  • 22010-2018
Average Bridge Daily Traffic in Buena Vista, VA
Average Bridge Truck Traffic in Buena Vista, VA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 5.0%Excellent
  • 20.0%Very good
  • 35.0%Good
  • 40.0%Satisfactory
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 4.5%Excellent
  • 9.1%Very good
  • 45.5%Good
  • 31.8%Satisfactory
  • 9.1%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 9.1%Very good
  • 36.4%Good
  • 36.4%Satisfactory
  • 18.2%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 40.0%Very good
  • 20.0%Good
  • 33.3%Satisfactory
  • 3.3%Fair
  • 3.3%Poor
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 33.3%Good
  • 41.7%Satisfactory
  • 25.0%Fair
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Structure Number: 14215,  Location: 01.67 FAUQ. CL / 02.12 15 (Lat: 38.821853,  Lng: -77.680228),  Route carried "on" structure: Interstate 66,  Year Built: 1980,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 19,637 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 28,008 (year 2035),  Design Load: HS 20,  Features Intersected: SOUTHERN RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.185,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  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: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 90.6 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 82.30m (270.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Bridge Improvement Cost: $69,000,  Roadway Improvement Cost: $98,000,  Total Project Cost: $175,000 ( Estimate for 2014),  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: 15217,  Location: .02 TO 608E & .58 TO 608W (Lat: 37.745219,  Lng: -79.372325),  Route carried "on" structure: US 60,  Year Built: 1984,  Status: Open,  Structure Length: 17.83m (58.50ft),  Average Daily Traffic: 11,540 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,400 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: MAURY RIVER,  Facility Carried by Structure: East Midland Trail
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 102.075,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 31.7m (104.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 178.30m (584.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Bridge Improvement Cost: $140,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $180,000,  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: 15361,  Location: 2.45 TO 663 & 1.0 TO 792S (Lat: 37.679333,  Lng: -79.406836),  Route carried "on" structure: US 501,  Year Built: 1930,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 3,110 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,391 (year 2035),  Design Load: H 15,  Features Intersected: BELLE COVE CREEK,  Facility Carried by Structure: WERT FAULKNER HYW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 170.457,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.8m (25.6ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 5.9 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2017,  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: 15362,  Location: .04 TO 792S & .11 TO 792N (Lat: 37.690772,  Lng: -79.393642),  Route carried "on" structure: US 501,  Year Built: 1952,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 3,110 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,391 (year 2035),  Design Load: HS 20,  Features Intersected: BENNETTS RUN,  Facility Carried by Structure: GLASGOW HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 172.253,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Good,  Culverts: Fair,  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.70m (21.98ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2017,  Bridge Improvement Cost: $60,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $80,000
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Structure Number: 15388,  Location: 1.40 TO 608 & 7.10 TO 605 (Lat: 37.804931,  Lng: -79.293697),  Route carried "on" structure: County highway 603,  Year Built: 1967,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 192 (year 2014),  Average Future Daily Traffic: 252 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: IRISH CREEK,  Facility Carried by Structure: Irish Creek Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.253,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2017,  Bridge Improvement Cost: $115,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $165,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy
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Structure Number: 15399,  Location: 0.05 TO 603 & 2.35 TO 714 (Lat: 37.812053,  Lng: -79.315231),  Route carried "on" structure: County highway 608,  Year Built: 1971,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 595 (year 2014),  Average Future Daily Traffic: 657 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: IRISH CREEK,  Facility Carried by Structure: SOUTH RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.999,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 15406,  Location: 0.39 TO 716W & .01 TO 820 (Lat: 37.804814,  Lng: -79.316408),  Route carried "on" structure: County highway 608,  Year Built: 1971,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 958 (year 2014),  Average Future Daily Traffic: 1,800 (year 2035),  Design Load: HS 20,  Features Intersected: WHITES RUN,  Facility Carried by Structure: SOUTH RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.929,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  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: Fair,  Operating Rating: 39.9 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 11.30m (37.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  Bridge Improvement Cost: $25,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $40,000
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Structure Number: 155,  Location: 0.40 TO 706 & 0 02 TO 608 (Lat: 37.783347,  Lng: -79.358669),  Route carried "on" structure: County highway 631,  Year Built: 1963,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 1,197 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,322 (year 2035),  Design Load: HS 15,  Features Intersected: SOUTH RIVER,  Facility Carried by Structure: Old Buena Vista Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.063,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.3m (63.3ft),  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: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 49.9 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,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 62.50m (205.05ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Bridge Improvement Cost: $420,000,  Roadway Improvement Cost: $180,000,  Total Project Cost: $610,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 15501,  Location: 0.20 TO 608 & 0.22 TO 706 (Lat: 37.784597,  Lng: -79.362117),  Route carried "on" structure: County highway 631,  Year Built: 1963,  Status: Open,  Structure Length: 0.65m (2.13ft),  Average Daily Traffic: 1,197 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,700 (year 2035),  Design Load: HS 20,  Features Intersected: MARL CREEK,  Facility Carried by Structure: OLD B. V. ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.191,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.9m (6.2ft)

Condition: Channel: Very good,  Culverts: Fair,  Operating Rating: 33.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 2.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2017
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Structure Number: 1563,  Location: 0.75 TO 608 & 0.45 TO END (Lat: 37.714014,  Lng: -79.392289),  Route carried "on" structure: County highway 699,  Year Built: 1972,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 162 (year 2014),  Average Future Daily Traffic: 213 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: TRIB MAURY RIVER,  Facility Carried by Structure: AGNERS MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.302,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 46.0m (150.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 0.9m (3.0ft),  Curb-To-Curb Width: 0.7m (2.3ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 9.80m (32.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $165,000,  Deck Structure Type: Wood or Timber
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Structure Number: 15661,  Location: 0.08 TO 754 & 0.00 TO 608 (Lat: 37.804847,  Lng: -79.323542),  Route carried "on" structure: County highway 716,  Year Built: 1971,  Status: Posted for load,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 218 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 800 (year 2037),  Design Load: HS 20,  Features Intersected: SOUTH RIVER,  Facility Carried by Structure: TIMBER RIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.513,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.2m (3.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 0.7m (2.3ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2017,  Bridge Improvement Cost: $140,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $175,000 ( Estimate for 2015),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 15717,  Location: .20 TO 501S & .22 TO 501N (Lat: 37.688917,  Lng: -79.391858),  Route carried "on" structure: County highway 792,  Year Built: 1932,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 0.07m (0.23ft),  Average Daily Traffic: 105 (year 2014),  Average Future Daily Traffic: 138 (year 2035),  Features Intersected: BENNETTS RUN,  Facility Carried by Structure: Bennetts Run Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.2m (20.3ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very 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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19576,  Location: 0.0 TO RT 81-8.11CARROL C (Lat: 36.947914,  Lng: -80.921217),  Route carried "on" structure: Interstate 77,  Year Built: 1978,  Status: Open,  Structure Length: 7.83m (25.69ft),  Average Daily Traffic: 6,515 (year 2014),  Truck Traffic: 26%,  Average Future Daily Traffic: 8,772 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: I-81
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.132,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 78.30m (256.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Bridge Improvement Cost: $190,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $268,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 20059,  Location: 0.10 MAURY PK-0.30 RT 501 (Lat: 37.725778,  Lng: -79.365872),  Route carried "on" structure: City street ,  Year Built: 1971,  Status: Open,  Structure Length: 8.93m (29.30ft),  Average Daily Traffic: 3,386 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,400 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: MAURY RIVER,  Facility Carried by Structure: 10TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.6m (74.1ft),  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: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 66.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 37.8 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: Febuary 2017,  Total Project Cost: $50,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2006,  Location: 0.10 E15THST-0.05 E16THST (Lat: 37.727597,  Lng: -79.355908),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 500 (year 1981),  Average Future Daily Traffic: 1,300 (year 2027),  Design Load: HS 20,  Features Intersected: NOEL RUN,  Facility Carried by Structure: FOREST AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 0.3m (1.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20061,  Location: 0.02E 15THST0.09E 16TH ST (Lat: 37.726808,  Lng: -79.355050),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 500 (year 1981),  Average Future Daily Traffic: 1,300 (year 2027),  Design Load: HS 20,  Features Intersected: NOEL RUN,  Facility Carried by Structure: CHESTNUT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Channel: Satisfactory,  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,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20062,  Location: 0.01WALNUT AV0.05CHESTNUT (Lat: 37.728797,  Lng: -79.353256),  Route carried "on" structure: City street ,  Year Built: 1932,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,456 (year 2014),  Average Future Daily Traffic: 1,701 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: INDIAN GAP RUN,  Facility Carried by Structure: 17TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20063,  Location: 0.03E 14TH ST0.05E 15TH S (Lat: 37.725672,  Lng: -79.354331),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 450 (year 1981),  Average Future Daily Traffic: 1,250 (year 2027),  Design Load: HS 20,  Features Intersected: NOEL RUN,  Facility Carried by Structure: WALNUT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

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,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20064,  Location: 0.04 RTE501 0.02SYCAMR A (Lat: 37.722333,  Lng: -79.364356),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 7,928 (year 1995),  Average Future Daily Traffic: 8,000 (year 2027),  Design Load: HS 20,  Features Intersected: PEDLAR GAP RUN,  Facility Carried by Structure: 9TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 0.3m (1.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 25.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 2.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Bridge Improvement Cost: $2,000,  Total Project Cost: $2,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 20065,  Location: 0.03E 16TH ST0.06E 17TH S (Lat: 37.728272,  Lng: -79.354406),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 500 (year 1983),  Average Future Daily Traffic: 1,300 (year 2027),  Design Load: HS 20,  Features Intersected: INDIAN GAP RUN,  Facility Carried by Structure: CHESTNUT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 0.3m (1.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 20.9 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 20066,  Location: .01 E16TH ST-.09 E17TH ST (Lat: 37.728200,  Lng: -79.355656),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 500 (year 1983),  Average Future Daily Traffic: 1,300 (year 2027),  Design Load: HS 20,  Features Intersected: INDIAN GAP RUN,  Facility Carried by Structure: FOREST AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 146.0m (479.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 0.3m (1.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20067,  Location: 0039ECL BU VI0340AMHER CO (Lat: 37.743322,  Lng: -79.336833),  Route carried "on" structure: US 60,  Year Built: 1932,  Status: Open,  Structure Length: 0.07m (0.23ft),  Average Daily Traffic: 4,839 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,859 (year 2035),  Design Load: H 15,  Features Intersected: S FORK_CHALK MINE_RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.471,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 0.7m (2.3ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 29.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.07m (0.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Bridge Improvement Cost: $48,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $74,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20069,  Location: 0012ALLEGHANY0023ORCHARD (Lat: 37.741683,  Lng: -79.359589),  Route carried "on" structure: US 60,  Year Built: 1938,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 10,406 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,450 (year 2035),  Design Load: H 15,  Features Intersected: CHALK-MINE-RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.546,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 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: 2007,  Location: 0020ALLEG AVE0015ORCHD RD (Lat: 37.742653,  Lng: -79.361017),  Route carried "on" structure: US 60,  Year Built: 1989,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 10,406 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,450 (year 2035),  Design Load: HS 20,  Features Intersected: TRIB MAURY RIVER,  Facility Carried by Structure: WEST 29TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.707,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 143.0m (469.2ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 25.7m (84.3ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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,  Length Of Structure Improvement: 6.70m (21.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Bridge Improvement Cost: $120,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $160,000
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Structure Number: 20071,  Location: 0080663 0059SCL BU V (Lat: 37.709911,  Lng: -79.373031),  Route carried "on" structure: US 501,  Year Built: 1930,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 3,478 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,704 (year 2035),  Design Load: H 15,  Features Intersected: LOWRY RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.441,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 10.10m (33.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $175,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 24621,  Location: 4.70-Rt 640/3.20-Rock CL (Lat: 37.663939,  Lng: -79.311983),  Route carried "on" structure: County highway 607,  Year Built: 1995,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 93 (year 2014),  Average Future Daily Traffic: 122 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: Enchanted Creek,  Facility Carried by Structure: Robinson Gap Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.137,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 0.5m (1.6ft),  Skew: 1 degrees,  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to 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: December 2017,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 25434,  Location: .02/9TH ST - .07/10TH ST (Lat: 37.723344,  Lng: -79.365281),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 512 (year 2007),  Average Future Daily Traffic: 90 (year 2032),  Design Load: HS 20,  Features Intersected: PEDLAR GAP RUN,  Facility Carried by Structure: LINDEN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Skew: 2 degrees,  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2016
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Structure Number: 26836,  Location: .15 MAURY PARK-.25 501 (Lat: 37.724572,  Lng: -79.365153),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 0.25m (0.82ft),  Average Daily Traffic: 3,386 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,600 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SPILLWAY MAURY RIVER,  Facility Carried by Structure: 10TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 2.5m (8.2ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Inventory Rating: 85.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27514,  Location: 012060 0097SCL-B-VI (Lat: 37.728239,  Lng: -79.357189),  Route carried "on" structure: US 501,  Year Built: 2002,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 7,487 (year 2014),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,974 (year 2035),  Design Load: HS 20,  Features Intersected: INDIAN GAP RUN,  Facility Carried by Structure: MAGNOLIA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.185,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 94.0m (308.4ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017
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Structure Number: 28244,  Location: 0.03 TO 699 & 0.65 TO 695 (Lat: 37.717367,  Lng: -79.402036),  Route carried "on" structure: County highway 608,  Year Built: 1932,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 1,121 (year 2014),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,401 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: TRIB MAURY RIVER,  Facility Carried by Structure: FORGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.266,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 52.0m (170.6ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 74.4 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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy
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Structure Number: 28952,  Location: 0.10 TO RTE.60 (Lat: 37.745856,  Lng: -79.342794),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 20 (year 2007),  Average Future Daily Traffic: 30 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: WASHER HOLLOW CREEK,  Facility Carried by Structure: RIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 52.0m (170.6ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2016,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 28953,  Location: 0.01 TO RTE.60 (Lat: 37.743039,  Lng: -79.354942),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 2,294 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,400 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CHALK MINE RUN,  Facility Carried by Structure: ROCKBRIDGE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2016,  Total Project Cost: $2,500,000 ( Estimate for 2030),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5140005P,  Location: 15.9 MILES TO VA ROUTE 13 (Lat: 37.740917,  Lng: -79.302972),  Route carried "on" structure: Federal lands road 1,  Year Built: 1959,  Status: Posted for load-capacity,  Structure Length: 2.37m (7.78ft),  Average Daily Traffic: 474 (year 2012),  Average Future Daily Traffic: 521 (year 2032),  Design Load: H 15,  Features Intersected: U.S. ROUTE 60,  Facility Carried by Structure: BLUE RIDGE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.337,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 94.0m (308.4ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.7m (77.8ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Superstructure: Good,  Substructure: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2016,  Bridge Improvement Cost: $37,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $56,000 ( Estimate for 2016)
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Structure Number: 5140006P,  Location: 4.9 MILES TO VA ROUTE 60 (Lat: 37.687944,  Lng: -79.329417),  Route carried "on" structure: Federal lands road 1,  Year Built: 1958,  Status: Posted for load-capacity,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 474 (year 2012),  Average Future Daily Traffic: 521 (year 2032),  Design Load: H 20,  Features Intersected: VA ROUTE 607,  Facility Carried by Structure: BLUE RIDGE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.143,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 91.0m (298.6ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Superstructure: Good,  Substructure: Good,  Inventory Rating: 79.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2016,  Bridge Improvement Cost: $4,000,  Total Project Cost: $6,000 ( Estimate for 2016)
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