Bridge Statistics for Adwolf, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 138ft / 42.4mTotal length
- $1,505,000Total costs
- 102,714Total average daily traffic
- 16,717Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Adwolf
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 71960-1969
- 31970-1979
- 32000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 01990-1999
- 12000-2009
- Bridge Condition - Deck
- 8.3%Very good
- 16.7%Good
- 66.7%Satisfactory
- 8.3%Fair
- Bridge Condition - Superstructure
- 16.7%Very good
- 33.3%Satisfactory
- 50.0%Fair
- Bridge Condition - Substructure
- 8.3%Very good
- 16.7%Good
- 41.7%Satisfactory
- 25.0%Fair
- 8.3%Poor
- Bridge Condition - Channel
- 9.1%Very good
- 27.3%Good
- 36.4%Satisfactory
- 27.3%Fair
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Structure Number: 17384, Location: 0.04 FR 660;.05 TO 660 (Lat: 36.811119, Lng: -81.574447), Route carried "on" structure: US 11, Year Built: 1962, Year Reconstructed: 2008, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 2,881 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 3,169 (year 2040), Design Load: HS 15, Features Intersected: INTERSTATE 81, Facility Carried by Structure: LEE HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 65.824, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.46m (21.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $105,000, Roadway Improvement Cost: $20,000, Total Project Cost: $163,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 17384, Location: 0.04 FR 660;.05 TO 660 (Lat: 36.811119, Lng: -81.574447), Route carried "on" structure: US 11, Year Built: 1962, Year Reconstructed: 2008, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 2,881 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 3,169 (year 2040), Design Load: HS 15, Features Intersected: INTERSTATE 81, Facility Carried by Structure: LEE HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 65.824, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.46m (21.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $105,000, Roadway Improvement Cost: $20,000, Total Project Cost: $163,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 17469, Location: 3.28 TO R11;.87 TO R11SPR (Lat: 36.813128, Lng: -81.562083), Route carried "on" structure: Interstate 81, Year Built: 1963, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 30,966 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 33,785 (year 2040), Design Load: HS 20, Features Intersected: LAUREL SPRING BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 68.366, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.0m (118.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $40,000, Roadway Improvement Cost: $10,000, Total Project Cost: $65,000 ( Estimate for 2015)
Structure Number: 17469, Location: 3.28 TO R11;.87 TO R11SPR (Lat: 36.813128, Lng: -81.562083), Route carried "on" structure: Interstate 81, Year Built: 1963, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 30,966 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 33,785 (year 2040), Design Load: HS 20, Features Intersected: LAUREL SPRING BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 68.366, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.0m (118.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $40,000, Roadway Improvement Cost: $10,000, Total Project Cost: $65,000 ( Estimate for 2015)
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Structure Number: 17509, Location: 0.47 TO 600N 0.64 TO 605N (Lat: 36.748903, Lng: -81.645178), Route carried "on" structure: County highway 800, Year Built: 1932, Year Reconstructed: 1993, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 693 (year 2020), Average Future Daily Traffic: 970 (year 2040), Design Load: HS 20, Features Intersected: ST CLAIR CREEK, Facility Carried by Structure: ST CLAIR CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.921, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.5m (21.3ft), 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: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $45,000, Roadway Improvement Cost: $8,000, Total Project Cost: $69,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 17509, Location: 0.47 TO 600N 0.64 TO 605N (Lat: 36.748903, Lng: -81.645178), Route carried "on" structure: County highway 800, Year Built: 1932, Year Reconstructed: 1993, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 693 (year 2020), Average Future Daily Traffic: 970 (year 2040), Design Load: HS 20, Features Intersected: ST CLAIR CREEK, Facility Carried by Structure: ST CLAIR CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.921, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.5m (21.3ft), 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: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $45,000, Roadway Improvement Cost: $8,000, Total Project Cost: $69,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1752, Location: 0.01 TO 762; 0.11 TO 800 (Lat: 36.755625, Lng: -81.648433), Route carried "on" structure: County highway 600, Year Built: 1964, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 632 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 769 (year 2040), Design Load: HS 20+Mod, Features Intersected: S FORK HOLSTON RIVER, Facility Carried by Structure: St.Clairs Creek Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.481, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 0.5m (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: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $25,000, Total Project Cost: $316,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1752, Location: 0.01 TO 762; 0.11 TO 800 (Lat: 36.755625, Lng: -81.648433), Route carried "on" structure: County highway 600, Year Built: 1964, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 632 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 769 (year 2040), Design Load: HS 20+Mod, Features Intersected: S FORK HOLSTON RIVER, Facility Carried by Structure: St.Clairs Creek Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.481, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 0.5m (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: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $25,000, Total Project Cost: $316,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 17622, Location: .02FRRT605;.01TORT660 (Lat: 36.760842, Lng: -81.631872), Route carried "on" structure: County highway 645, Year Built: 1974, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 649 (year 2020), Average Future Daily Traffic: 664 (year 2040), Design Load: HS 20, Features Intersected: S FORK HOLSTON RIVER, Facility Carried by Structure: Red Stone Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.250, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 17622, Location: .02FRRT605;.01TORT660 (Lat: 36.760842, Lng: -81.631872), Route carried "on" structure: County highway 645, Year Built: 1974, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 649 (year 2020), Average Future Daily Traffic: 664 (year 2040), Design Load: HS 20, Features Intersected: S FORK HOLSTON RIVER, Facility Carried by Structure: Red Stone Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.250, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 17634, Location: .06FRRT648;.29TORT718 (Lat: 36.771614, Lng: -81.593356), Route carried "on" structure: County highway 650, Year Built: 1972, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 133 (year 2017), Average Future Daily Traffic: 148 (year 2040), Design Load: HS 20+Mod, Features Intersected: S FORK HOLSTON RIVER, Facility Carried by Structure: RED STONE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.481, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), 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: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 17634, Location: .06FRRT648;.29TORT718 (Lat: 36.771614, Lng: -81.593356), Route carried "on" structure: County highway 650, Year Built: 1972, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 133 (year 2017), Average Future Daily Traffic: 148 (year 2040), Design Load: HS 20+Mod, Features Intersected: S FORK HOLSTON RIVER, Facility Carried by Structure: RED STONE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.481, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), 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: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 17637, Location: .5 FR R720 &1.05 TO R656 (Lat: 36.756881, Lng: -81.542811), Route carried "on" structure: County highway 650, Year Built: 1978, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 382 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 420 (year 2040), Design Load: HS 20+Mod, Features Intersected: HOPKINS BRANCH, Facility Carried by Structure: SOUTH FORK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.025, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 86.2 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: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 17637, Location: .5 FR R720 &1.05 TO R656 (Lat: 36.756881, Lng: -81.542811), Route carried "on" structure: County highway 650, Year Built: 1978, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 382 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 420 (year 2040), Design Load: HS 20+Mod, Features Intersected: HOPKINS BRANCH, Facility Carried by Structure: SOUTH FORK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.025, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 86.2 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: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 17646, Location: 0.01FR650;0.39TO656 (Lat: 36.768436, Lng: -81.566692), Route carried "on" structure: County highway 657, Year Built: 1962, Status: Posted for load, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 2,033 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 2,236 (year 2040), Design Load: HS 15, Features Intersected: S FORK HOLSTON RIVER, Facility Carried by Structure: Thomas Bridge RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.23m (10.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $223,000, Roadway Improvement Cost: $30,000, Total Project Cost: $329,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 17646, Location: 0.01FR650;0.39TO656 (Lat: 36.768436, Lng: -81.566692), Route carried "on" structure: County highway 657, Year Built: 1962, Status: Posted for load, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 2,033 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 2,236 (year 2040), Design Load: HS 15, Features Intersected: S FORK HOLSTON RIVER, Facility Carried by Structure: Thomas Bridge RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.23m (10.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $223,000, Roadway Improvement Cost: $30,000, Total Project Cost: $329,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 17697, Location: .5 TO R765 & .1 TO R11 (Lat: 36.813808, Lng: -81.559997), Route carried "on" structure: County highway 707, Year Built: 1962, Status: Open, Structure Length: 6.82m (22.38ft), Average Daily Traffic: 549 (year 2017), Average Future Daily Traffic: 794 (year 2040), Design Load: HS 20, Features Intersected: INTERSTATE 81, Facility Carried by Structure: LAUREL SPRING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.202, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.4m (60.4ft), 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: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.80m (22.31ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $20,000, Total Project Cost: $156,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 17697, Location: .5 TO R765 & .1 TO R11 (Lat: 36.813808, Lng: -81.559997), Route carried "on" structure: County highway 707, Year Built: 1962, Status: Open, Structure Length: 6.82m (22.38ft), Average Daily Traffic: 549 (year 2017), Average Future Daily Traffic: 794 (year 2040), Design Load: HS 20, Features Intersected: INTERSTATE 81, Facility Carried by Structure: LAUREL SPRING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.202, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.4m (60.4ft), 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: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.80m (22.31ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $20,000, Total Project Cost: $156,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 26477, Location: .82 FR R653 & .08 TO R660 (Lat: 36.765339, Lng: -81.616342), Route carried "on" structure: County highway 648, Year Built: 2000, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 139 (year 2017), Average Future Daily Traffic: 163 (year 2040), Design Load: HS 20+Mod, Features Intersected: S FORK HOLSTON RIVER, Facility Carried by Structure: HILER BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.624, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 86.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.47m (8.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $170,000, Roadway Improvement Cost: $25,000, Total Project Cost: $254,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 26477, Location: .82 FR R653 & .08 TO R660 (Lat: 36.765339, Lng: -81.616342), Route carried "on" structure: County highway 648, Year Built: 2000, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 139 (year 2017), Average Future Daily Traffic: 163 (year 2040), Design Load: HS 20+Mod, Features Intersected: S FORK HOLSTON RIVER, Facility Carried by Structure: HILER BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.624, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 86.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.47m (8.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $170,000, Roadway Improvement Cost: $25,000, Total Project Cost: $254,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 26754, Location: 0.18 TO 800; 0.84 TO 605 (Lat: 36.751369, Lng: -81.647867), Route carried "on" structure: County highway 600, Year Built: 2004, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 693 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 970 (year 2040), Design Load: HS 20+Mod, Features Intersected: ST. CLAIR CREEK, Facility Carried by Structure: Whitetop Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.161, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 26754, Location: 0.18 TO 800; 0.84 TO 605 (Lat: 36.751369, Lng: -81.647867), Route carried "on" structure: County highway 600, Year Built: 2004, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 693 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 970 (year 2040), Design Load: HS 20+Mod, Features Intersected: ST. CLAIR CREEK, Facility Carried by Structure: Whitetop Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.161, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 27118, Location: .01TORT650;.99TO DEADEND (Lat: 36.764128, Lng: -81.558306), Route carried "on" structure: County highway 709, Year Built: 2001, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 154 (year 2017), Average Future Daily Traffic: 172 (year 2040), Design Load: HS 20+Mod, Features Intersected: S FORK HOLSTON RIVER, Facility Carried by Structure: DEAN'S BRANCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.901, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 27118, Location: .01TORT650;.99TO DEADEND (Lat: 36.764128, Lng: -81.558306), Route carried "on" structure: County highway 709, Year Built: 2001, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 154 (year 2017), Average Future Daily Traffic: 172 (year 2040), Design Load: HS 20+Mod, Features Intersected: S FORK HOLSTON RIVER, Facility Carried by Structure: DEAN'S BRANCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.901, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 31243, Location: .22 TORT650 & .38 TORT657 (Lat: 36.775417, Lng: -81.579703), Route carried "on" structure: County highway 658, Year Built: 2019, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 200 (year 2014), Average Future Daily Traffic: 263 (year 2035), Design Load: HL 93, Features Intersected: S FORK HOLSTON RIVER, Facility Carried by Structure: TILLEY'S BRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 58.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $92,000, Roadway Improvement Cost: $10,000, Total Project Cost: $153,000 ( Estimate for 2017), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Other Coated Reinforcing
Structure Number: 31243, Location: .22 TORT650 & .38 TORT657 (Lat: 36.775417, Lng: -81.579703), Route carried "on" structure: County highway 658, Year Built: 2019, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 200 (year 2014), Average Future Daily Traffic: 263 (year 2035), Design Load: HL 93, Features Intersected: S FORK HOLSTON RIVER, Facility Carried by Structure: TILLEY'S BRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 58.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $92,000, Roadway Improvement Cost: $10,000, Total Project Cost: $153,000 ( Estimate for 2017), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Other Coated Reinforcing
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Structure Number: 17384, Location: 0.04 FR 660;.05 TO 660 (Lat: 36.811119, Lng: -81.574447), Route carried "under" structure: Interstate 81, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 31,200 (year 2019), Truck Traffic: 11%, Features Intersected: INTERSTATE 81, Facility Carried by Structure: LEE HIGHWAY
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 67.224, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft)
Structure Number: 17384, Location: 0.04 FR 660;.05 TO 660 (Lat: 36.811119, Lng: -81.574447), Route carried "under" structure: Interstate 81, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 31,200 (year 2019), Truck Traffic: 11%, Features Intersected: INTERSTATE 81, Facility Carried by Structure: LEE HIGHWAY
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 67.224, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft)
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Structure Number: 17697, Location: .5 TO R765 & .1 TO R11 (Lat: 36.813808, Lng: -81.559997), Route carried "under" structure: Interstate 81, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 31,410 (year 2019), Truck Traffic: 21%, Features Intersected: INTERSTATE 81, Facility Carried by Structure: LAUREL SPRING ROAD
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 68.558, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.4m (60.4ft)
Structure Number: 17697, Location: .5 TO R765 & .1 TO R11 (Lat: 36.813808, Lng: -81.559997), Route carried "under" structure: Interstate 81, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 31,410 (year 2019), Truck Traffic: 21%, Features Intersected: INTERSTATE 81, Facility Carried by Structure: LAUREL SPRING ROAD
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 68.558, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.4m (60.4ft)