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

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Structure Number: 1132,  Location: 1.60 CRAIG CO & 0.0 618 (Lat: 37.670925,  Lng: -80.011008),  Route carried "on" structure: County highway 617,  Year Built: 1991,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 195 (year 2017),  Average Future Daily Traffic: 223 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LICK RUN,  Facility Carried by Structure: JAMISON MTN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.565,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  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: Better than 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy

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Structure Number: 1133,  Location: 0.10 618 & 1.50 CRAIG CO (Lat: 37.669464,  Lng: -80.011033),  Route carried "on" structure: County highway 617,  Year Built: 1991,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 195 (year 2017),  Average Future Daily Traffic: 223 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LICK RUN,  Facility Carried by Structure: JAMISON MTN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.405,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy

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Structure Number: 1143,  Location: 0.50 TO 60 & 0.01 TO 1405 (Lat: 37.834308,  Lng: -79.790069),  Route carried "on" structure: County highway 629,  Year Built: 1955,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 1,335 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,468 (year 2040),  Design Load: H 15,  Features Intersected: WILSON CREEK,  Facility Carried by Structure: DOUTHAT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.727,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.02m (9.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $110,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $142,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 1118,  Location: 01.00FR.771/00.02TO860 (Lat: 39.017694,  Lng: -77.575994),  Route carried "on" structure: County highway 621,  Year Built: 1973,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 8,228 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,519 (year 2040),  Design Load: HS 20,  Features Intersected: GOOSE CREEK,  Facility Carried by Structure: EVERGREEN MILLS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.989,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 92.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 71.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.30m (0.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $13,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $15,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1179,  Location: .10 From 670& 1.60 To End (Lat: 38.496239,  Lng: -78.350833),  Route carried "on" structure: County highway 648,  Year Built: 1966,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 72 (year 2020),  Average Future Daily Traffic: 101 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Rose River,  Facility Carried by Structure: Finks Hollow Lane
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.558,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 118,  Location: 2.32 Fr 29Bus&.58 To 658 (Lat: 38.371661,  Lng: -78.294667),  Route carried "on" structure: County highway 657,  Year Built: 1962,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 118 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 130 (year 2040),  Features Intersected: White Oak Run,  Facility Carried by Structure: Thrift Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.625,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 51.7 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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 14853,  Location: 0.1 Rte. 654; 0.00-E Vint (Lat: 37.278194,  Lng: -79.872008),  Route carried "on" structure: State highway 24,  Year Built: 1937,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 10,246 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 14,346 (year 2040),  Design Load: H 15,  Features Intersected: Wolf Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.763,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.16m (3.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $540,000,  Roadway Improvement Cost: $189,000,  Total Project Cost: $1,756,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 15004,  Location: 1.07 Rt 660W; 0.26 Rt 660 (Lat: 37.221089,  Lng: -79.865511),  Route carried "on" structure: County highway 617,  Year Built: 1966,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 118 (year 2018),  Average Future Daily Traffic: 140 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Back Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.286,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 15058,  Location: 0.60-Rt617W; 0.70-Rt617E (Lat: 37.227803,  Lng: -79.868622),  Route carried "on" structure: County highway 660,  Year Built: 1988,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 144 (year 2018),  Average Future Daily Traffic: 164 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Back Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.236,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 83.5 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 22472,  Location: NS Railway (Lat: 37.281761,  Lng: -79.898947),  Route carried "on" structure: City street ,  Year Built: 1983,  Status: Open,  Structure Length: 6.08m (19.95ft),  Average Daily Traffic: 18,244 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 25,542 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NS RWY,  Facility Carried by Structure: Gus Nicks Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.9m (91.5ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $328,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $338,000 ( Estimate for 2015),  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: 23391,  Location: 1.06 Fr 17 & .20 To 66 (Lat: 38.903356,  Lng: -77.935719),  Route carried "on" structure: US 55,  Year Built: 1934,  Status: Open,  Structure Length: 1.30m (4.27ft),  Average Daily Traffic: 702 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 772 (year 2040),  Design Load: HS 20,  Features Intersected: Ball Trip Run,  Facility Carried by Structure: John Marshall Hwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 69.863,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 23481,  Location: 0.1to 674W; 0.2 fr 674E (Lat: 36.700278,  Lng: -81.312189),  Route carried "on" structure: County highway 672,  Year Built: 1992,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 20 (year 2014),  Average Future Daily Traffic: 23 (year 2040),  Design Load: HS 20,  Features Intersected: MIDDLE FOX CREEK,  Facility Carried by Structure: ROBERTS COVE RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.486,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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: 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 23482,  Location: 1.24-Rt 86 / 0.73-Rt 737 (Lat: 36.559072,  Lng: -79.386258),  Route carried "on" structure: Bypass State highway 29,  Year Built: 1992,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 8,649 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 12,109 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Pumpkin Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.356,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 82.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable 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

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Structure Number: 23487,  Location: 00.50FR123/00.35TO1 (Lat: 38.671722,  Lng: -77.246758),  Route carried "on" structure: Interstate 95,  Year Built: 1992,  Status: Open,  Structure Length: 26.43m (86.71ft),  Average Daily Traffic: 84,641 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 118,497 (year 2040),  Design Load: HS 20,  Features Intersected: OCCOQUAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 259.677,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 4 degrees,  Navigation Control: Yes ( Vertical Clearance: 14.6m (47.9ft), Horizontal Clearance: 63.3m (207.7ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 63.4m (208.0ft),  Curb-To-Curb Width: 21.7m (71.2ft),  Out-to-Out Width: 24.0m (78.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 72.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 55.6 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: Better than present minimum criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Underwater Inspection Date: November 2020,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $210,000,  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: 23488,  Location: 00.15FR6800/00.65TO617 (Lat: 38.741153,  Lng: -77.196042),  Route carried "on" structure: County highway 4502,  Year Built: 1992,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 3,150 (year 2020),  Average Future Daily Traffic: 3,466 (year 2040),  Design Load: HS 20,  Features Intersected: ACCOTINK CREEK,  Facility Carried by Structure: FULLERTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 73.5 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: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.55m (18.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $34,000,  Roadway Improvement Cost: $78,000,  Total Project Cost: $150,000 ( 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: 23489,  Location: 00.30FR790/00.28TO877 (Lat: 38.740067,  Lng: -77.189600),  Route carried "on" structure: County highway 286,  Year Built: 1993,  Status: Open,  Structure Length: 9.72m (31.89ft),  Average Daily Traffic: 45,758 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 54,270 (year 2040),  Design Load: HS 20,  Features Intersected: I-95,  Facility Carried by Structure: Fairfax County Pkw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.570,  Lanes on structure: 6,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.4m (103.0ft),  Skew: 23 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 30.8m (101.0ft),  Out-to-Out Width: 31.4m (103.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 55.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.72m (31.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $250,000,  Total Project Cost: $500,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 23571,  Location: .14M TO 675&.12M TO 23BUS (Lat: 36.929958,  Lng: -82.664906),  Route carried "on" structure: County highway 610,  Year Built: 1992,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 829 (year 2016),  Average Future Daily Traffic: 1,017 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: N FORK POWELL RIVER,  Facility Carried by Structure: JOSEPHINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.704,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  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: Equal to present minimum criteria,  Deck Geometry: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 23572,  Location: .05 TO R627 & 2.0 TO R71 (Lat: 36.680067,  Lng: -82.553606),  Route carried "on" structure: State highway 72,  Year Built: 1992,  Status: Open,  Structure Length: 15.33m (50.30ft),  Average Daily Traffic: 1,662 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,067 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: COPPER CREEK,  Facility Carried by Structure: VETERANS MEM HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.505,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 48.8m (160.1ft),  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: 14.5m (47.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 23574,  Location: 1.7 Mi Fr Stony Creek (Lat: 36.945908,  Lng: -77.436947),  Route carried "on" structure: State highway 40,  Year Built: 1992,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 2,478 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 2,726 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Sappony Creek,  Facility Carried by Structure: Sussex Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 312.049,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 23575,  Location: 1.40 FR 608 & 0.40 TO 630 (Lat: 37.864125,  Lng: -78.185597),  Route carried "on" structure: County highway 601,  Year Built: 1993,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 494 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 692 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: PHILS CREEK,  Facility Carried by Structure: VENABLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.026,  Lanes on structure: 2,  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: 3.0m (9.8ft)

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

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Structure Number: 26031,  Location: 0.45-Rte24; 0.02-Rte 1275 (Lat: 37.283406,  Lng: -79.866772),  Route carried "on" structure: County highway 673,  Year Built: 1994,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 1,614 (year 2015),  Average Future Daily Traffic: 2,421 (year 2040),  Features Intersected: Wolf Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft)

Condition: Channel: Good,  Culverts: 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: 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: June 2021

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Structure Number: 26669,  Location: 0.05 RT 619; 0.65 RT 788 (Lat: 37.257700,  Lng: -79.833722),  Route carried "on" structure: County highway 634,  Year Built: 2001,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 5,342 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,479 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Sandy Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.519,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 68.9 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: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.16m (3.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $548,000,  Roadway Improvement Cost: $137,000,  Total Project Cost: $1,754,000 ( Estimate for 2021)

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Structure Number: 27727,  Location: 0.01-Vinton; 0.10-Rte1195 (Lat: 37.271378,  Lng: -79.873103),  Route carried "on" structure: County highway 634,  Year Built: 2001,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 10,376 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 14,526 (year 2040),  Design Load: HS 20,  Features Intersected: Wolf Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $12,000 ( Estimate for 2015)

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Structure Number: 27912,  Location: 0.05 Rte24; 0.05 Rte1001 (Lat: 37.281789,  Lng: -79.860958),  Route carried "on" structure: County highway 673,  Year Built: 1932,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,614 (year 2015),  Average Future Daily Traffic: 2,421 (year 2040),  Features Intersected: Branch of Wolf Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $93,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $100,000

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Structure Number: 27956,  Location: 0.10 Rt 1019;0.30 Rt 1075 (Lat: 37.290003,  Lng: -79.860558),  Route carried "on" structure: County highway 651,  Year Built: 2007,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 1,679 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,308 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Wolf Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.271,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.2 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 29431,  Location: 0.01-5th ST; 0.13-13th ST (Lat: 37.279111,  Lng: -79.906867),  Route carried "on" structure: City street ,  Year Built: 2014,  Status: Open,  Structure Length: 1.87m (6.14ft),  Average Daily Traffic: 5,501 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,078 (year 2040),  Design Load: HL 93,  Features Intersected: Glade Creek,  Facility Carried by Structure: Walnut Avenue
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.7m (61.4ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Other Coated Reinforcing

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Structure Number: 5140025P,  Location: 0.7 MILES TO VA ROUTE 24 (Lat: 37.293306,  Lng: -79.856833),  Route carried "on" structure: Federal lands road 1,  Year Built: 1955,  Status: Posted for load-capacity,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 4,188 (year 2012),  Average Future Daily Traffic: 4,607 (year 2032),  Design Load: H 20,  Features Intersected: VA ROUTE 651,  Facility Carried by Structure: BLUE RIDGE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 179.470,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Superstructure: Good,  Substructure: Good,  Inventory Rating: 62.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $30,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $45,000 ( Estimate for 2016)

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Structure Number: 5140026P,  Location: 0.6 MILES TO VA ROUTE 651 (Lat: 37.284361,  Lng: -79.852278),  Route carried "on" structure: Federal lands road 1,  Year Built: 1962,  Status: Posted for load-capacity,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 4,188 (year 2012),  Average Future Daily Traffic: 4,607 (year 2032),  Design Load: H 20,  Features Intersected: VA ROUTE 24,  Facility Carried by Structure: BLUE RIDGE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 180.600,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: National Park Service,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Superstructure: Good,  Substructure: Good,  Inventory Rating: 62.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $95,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $143,000 ( Estimate for 2018)

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Structure Number: 5140027P,  Location: 1.4 MILES TO VA ROUTE 24 (Lat: 37.265583,  Lng: -79.857083),  Route carried "on" structure: Federal lands road 1,  Year Built: 1962,  Status: Posted for load-capacity,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 4,188 (year 2012),  Average Future Daily Traffic: 4,607 (year 2032),  Design Load: H 15,  Features Intersected: VA ROUTE 634,  Facility Carried by Structure: BLUE RIDGE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 182.740,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Superstructure: Good,  Substructure: Good,  Inventory Rating: 59.9 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $4,000,  Total Project Cost: $6,000 ( Estimate for 2016)

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Structure Number: 5140028P,  Location: 0.5 MILES TO VA ROUTE 618 (Lat: 37.255917,  Lng: -79.869944),  Route carried "on" structure: Federal lands road 1,  Year Built: 1963,  Status: Posted for load-capacity,  Structure Length: 31.24m (102.49ft),  Average Daily Traffic: 4,188 (year 2012),  Average Future Daily Traffic: 4,607 (year 2032),  Design Load: H 15,  Features Intersected: ROANOKE RIVER AND NSC RA,  Facility Carried by Structure: BLUE RIDGE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 184.520,  Lanes on structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 67.1m (220.1ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Critical Feature Inspection Date: June 2020,  Bridge Improvement Cost: $6,482,000,  Roadway Improvement Cost: $648,000,  Total Project Cost: $9,723,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5140029P,  Location: 1.1 MILES TO VA ROUTE 658 (Lat: 37.246778,  Lng: -79.874694),  Route carried "on" structure: Federal lands road 1,  Year Built: 1964,  Status: Posted for load-capacity,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 4,188 (year 2012),  Average Future Daily Traffic: 4,607 (year 2032),  Design Load: H 20,  Features Intersected: HIGHLAND ROAD (VA ROUTE,  Facility Carried by Structure: BLUE RIDGE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 185.630,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 11.2m (36.7ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.5m (24.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 67.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $35,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $53,000 ( Estimate for 2016)

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Structure Number: 5140030P,  Location: 0.8 MILES TO VA ROUTE 617 (Lat: 37.240139,  Lng: -79.886000),  Route carried "on" structure: Federal lands road 1,  Year Built: 1964,  Status: Posted for load-capacity,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 4,188 (year 2012),  Average Future Daily Traffic: 4,607 (year 2032),  Design Load: H 20,  Features Intersected: RUTROUGH ROAD (VA ROUTE,  Facility Carried by Structure: BLUE RIDGE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 186.900,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 10.9m (35.8ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 77.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $15,000 ( Estimate for 2018)

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Structure Number: 5140199P,  Location: 0.15 MILES TO PARKWAY (Lat: 37.247250,  Lng: -79.870500),  Route carried "on" structure: Spur Federal lands road 138,  Year Built: 1997,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 6,000 (year 2012),  Average Future Daily Traffic: 6,410 (year 2032),  Design Load: HS 20,  Features Intersected: SERVICE ROAD,  Facility Carried by Structure: ROANOKE RIVER PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 185.390,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $82,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $123,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 5140200P,  Location: 1.1 MILES TO PARKWAY (Lat: 37.242750,  Lng: -79.855472),  Route carried "on" structure: Spur Federal lands road 138,  Year Built: 1997,  Status: Open,  Structure Length: 18.38m (60.30ft),  Average Daily Traffic: 6,000 (year 2012),  Average Future Daily Traffic: 6,410 (year 2032),  Design Load: HS 20,  Features Intersected: RAVINE,  Facility Carried by Structure: ROANOKE RIVER PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 185.390,  Lanes on structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 46.2m (151.6ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $40,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $60,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place