Bridge Statistics for Vinton, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 34Number of bridges
- 577ft / 176mTotal length
- $15,145,000Total costs
- 250,532Total average daily traffic
- 10,514Total average daily truck traffic
- 325,190Total future (year 2032) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Vinton
- No street view available for this location
- New bridges - historical statistics
- 31930-1939
- 21950-1959
- 81960-1969
- 11970-1979
- 21980-1989
- 141990-1999
- 32000-2009
- 12010-2019
- Bridge Condition - Deck
- 52.2%Good
- 34.8%Satisfactory
- 13.0%Fair
- Bridge Condition - Superstructure
- 6.9%Very good
- 55.2%Good
- 27.6%Satisfactory
- 10.3%Fair
- Bridge Condition - Substructure
- 69.0%Good
- 31.0%Satisfactory
- Bridge Condition - Channel
- 3.8%Excellent
- 15.4%Very good
- 34.6%Good
- 34.6%Satisfactory
- 11.5%Fair
- Bridge Condition - Culverts
- 60.0%Good
- 20.0%Satisfactory
- 20.0%Fair
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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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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)
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)
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
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
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
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)
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)
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)
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
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)
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)
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
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
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