Bridge Statistics for Rural Retreat, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 26Number of bridges
- 138ft / 42.0mTotal length
- $2,857,000Total costs
- 83,902Total average daily traffic
- 13,691Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Rural Retreat
- No street view available for this location
- New bridges - historical statistics
- 41930-1939
- 31950-1959
- 131960-1969
- 21980-1989
- 21990-1999
- 12000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 21980-1989
- 41990-1999
- 12000-2009
- Bridge Condition - Deck
- 5.9%Very good
- 23.5%Good
- 11.8%Satisfactory
- 58.8%Fair
- Bridge Condition - Superstructure
- 5.9%Very good
- 17.6%Good
- 17.6%Satisfactory
- 58.8%Fair
- Bridge Condition - Substructure
- 41.2%Good
- 35.3%Satisfactory
- 23.5%Fair
- Bridge Condition - Channel
- 26.7%Good
- 40.0%Satisfactory
- 33.3%Fair
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Structure Number: 19598, Location: 1.06M TOSMYCO&2.15M TO 90 (Lat: 36.905864, Lng: -81.309711), Route carried "on" structure: Interstate 81, Year Built: 1963, Year Reconstructed: 1990, Status: Open, Structure Length: 3.53m (11.58ft), Average Daily Traffic: 10,480 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 14,672 (year 2040), Design Load: HS 20+Mod, Features Intersected: RT 682 (KIMBERLIN RD.)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 94.014, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Built-up, Deck Protection: Other
Structure Number: 19598, Location: 1.06M TOSMYCO&2.15M TO 90 (Lat: 36.905864, Lng: -81.309711), Route carried "on" structure: Interstate 81, Year Built: 1963, Year Reconstructed: 1990, Status: Open, Structure Length: 3.53m (11.58ft), Average Daily Traffic: 10,480 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 14,672 (year 2040), Design Load: HS 20+Mod, Features Intersected: RT 682 (KIMBERLIN RD.)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 94.014, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Built-up, Deck Protection: Other
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Structure Number: 19602, Location: 2.15MT0682 & 7.05MTO11 (Lat: 36.916053, Lng: -81.273392), Route carried "on" structure: Interstate 81, Year Built: 1963, Year Reconstructed: 1990, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 10,480 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 14,672 (year 2040), Design Load: HS 20+Mod, Features Intersected: ROUTE 90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 98.294, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, 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 desirable criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $389,000, Roadway Improvement Cost: $25,000, Total Project Cost: $538,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 19602, Location: 2.15MT0682 & 7.05MTO11 (Lat: 36.916053, Lng: -81.273392), Route carried "on" structure: Interstate 81, Year Built: 1963, Year Reconstructed: 1990, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 10,480 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 14,672 (year 2040), Design Load: HS 20+Mod, Features Intersected: ROUTE 90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 98.294, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, 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 desirable criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $389,000, Roadway Improvement Cost: $25,000, Total Project Cost: $538,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 19604, Location: 2.15MTO682 & 7.05MTO11 (Lat: 36.915864, Lng: -81.273442), Route carried "on" structure: Interstate 81, Year Built: 1963, Year Reconstructed: 1990, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 13,757 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 19,260 (year 2040), Design Load: HS 20+Mod, Features Intersected: ROUTE 90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 97.940, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, 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 desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $600,000, Roadway Improvement Cost: $100,000, Total Project Cost: $910,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 19604, Location: 2.15MTO682 & 7.05MTO11 (Lat: 36.915864, Lng: -81.273442), Route carried "on" structure: Interstate 81, Year Built: 1963, Year Reconstructed: 1990, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 13,757 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 19,260 (year 2040), Design Load: HS 20+Mod, Features Intersected: ROUTE 90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 97.940, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, 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 desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $600,000, Roadway Improvement Cost: $100,000, Total Project Cost: $910,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 19606, Location: 2.71M TO 90 & 4.34M TO 11 (Lat: 36.922306, Lng: -81.225739), Route carried "on" structure: Interstate 81, Year Built: 1963, Year Reconstructed: 1986, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 12,755 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 17,857 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR-625 (GAP OF RIDGE RD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 101.801, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: 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 desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.78m (12.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $107,000, Roadway Improvement Cost: $10,000, Total Project Cost: $152,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 19606, Location: 2.71M TO 90 & 4.34M TO 11 (Lat: 36.922306, Lng: -81.225739), Route carried "on" structure: Interstate 81, Year Built: 1963, Year Reconstructed: 1986, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 12,755 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 17,857 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR-625 (GAP OF RIDGE RD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 101.801, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: 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 desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.78m (12.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $107,000, Roadway Improvement Cost: $10,000, Total Project Cost: $152,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 19608, Location: 2.71M TO 90 & 4.34M TO 11 (Lat: 36.922164, Lng: -81.225572), Route carried "on" structure: Interstate 81, Year Built: 1963, Year Reconstructed: 1986, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 13,757 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 19,260 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR-625 (GAP OF RIDGE RD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 101.801, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: 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 desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.78m (12.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $17,000, Total Project Cost: $152,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 19608, Location: 2.71M TO 90 & 4.34M TO 11 (Lat: 36.922164, Lng: -81.225572), Route carried "on" structure: Interstate 81, Year Built: 1963, Year Reconstructed: 1986, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 13,757 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 19,260 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR-625 (GAP OF RIDGE RD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 101.801, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: 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 desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.78m (12.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $17,000, Total Project Cost: $152,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 19692, Location: .10MTO680 & 5.25MTOENDRTE (Lat: 36.943792, Lng: -81.257444), Route carried "on" structure: County highway 625, Year Built: 1932, Year Reconstructed: 2003, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 124 (year 2016), Average Future Daily Traffic: 127 (year 2040), Design Load: HS 20+Mod, Features Intersected: BRANCH REED CREEK, Facility Carried by Structure: CRAWFISH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.089, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 67.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19692, Location: .10MTO680 & 5.25MTOENDRTE (Lat: 36.943792, Lng: -81.257444), Route carried "on" structure: County highway 625, Year Built: 1932, Year Reconstructed: 2003, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 124 (year 2016), Average Future Daily Traffic: 127 (year 2040), Design Load: HS 20+Mod, Features Intersected: BRANCH REED CREEK, Facility Carried by Structure: CRAWFISH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.089, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 67.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19695, Location: .10M TO 667 & 1.0M TO 666 (Lat: 36.907675, Lng: -81.208892), Route carried "on" structure: County highway 625, Year Built: 1960, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 250 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 275 (year 2040), Design Load: HS 20+Mod, Features Intersected: SOUTH FORK REED CREEK, Facility Carried by Structure: CROCKETT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.872, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $30,000, Roadway Improvement Cost: $8,000, Total Project Cost: $494,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 19695, Location: .10M TO 667 & 1.0M TO 666 (Lat: 36.907675, Lng: -81.208892), Route carried "on" structure: County highway 625, Year Built: 1960, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 250 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 275 (year 2040), Design Load: HS 20+Mod, Features Intersected: SOUTH FORK REED CREEK, Facility Carried by Structure: CROCKETT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.872, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $30,000, Roadway Improvement Cost: $8,000, Total Project Cost: $494,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 19746, Location: .4M TO 677 & .05M TO 673 (Lat: 36.872447, Lng: -81.248942), Route carried "on" structure: County highway 674, Year Built: 1981, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 772 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 931 (year 2040), Design Load: HS 20+Mod, Features Intersected: REED CREEK, Facility Carried by Structure: RIDGE AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.471, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 19746, Location: .4M TO 677 & .05M TO 673 (Lat: 36.872447, Lng: -81.248942), Route carried "on" structure: County highway 674, Year Built: 1981, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 772 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 931 (year 2040), Design Load: HS 20+Mod, Features Intersected: REED CREEK, Facility Carried by Structure: RIDGE AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.471, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 19748, Location: 0.00 FR. 680; 1.44 TO 729 (Lat: 36.916914, Lng: -81.272228), Route carried "on" structure: County highway 679, Year Built: 1962, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 347 (year 2017), Average Future Daily Traffic: 507 (year 2040), Design Load: HS 20, Features Intersected: MILL CREEK, Facility Carried by Structure: RADIO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 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, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: 19748, Location: 0.00 FR. 680; 1.44 TO 729 (Lat: 36.916914, Lng: -81.272228), Route carried "on" structure: County highway 679, Year Built: 1962, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 347 (year 2017), Average Future Daily Traffic: 507 (year 2040), Design Load: HS 20, Features Intersected: MILL CREEK, Facility Carried by Structure: RADIO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 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, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
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Structure Number: 19752, Location: .40M TO 715 & .10M TO 625 (Lat: 36.944781, Lng: -81.241867), Route carried "on" structure: County highway 680, Year Built: 1989, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 319 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 447 (year 2040), Design Load: HS 20+Mod, Features Intersected: REED CREEK, Facility Carried by Structure: BLACK LICK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.940, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 19752, Location: .40M TO 715 & .10M TO 625 (Lat: 36.944781, Lng: -81.241867), Route carried "on" structure: County highway 680, Year Built: 1989, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 319 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 447 (year 2040), Design Load: HS 20+Mod, Features Intersected: REED CREEK, Facility Carried by Structure: BLACK LICK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.940, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 19757, Location: .05M TO 680 & .75M TO END (Lat: 36.938708, Lng: -81.267894), Route carried "on" structure: County highway 681, Year Built: 1932, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 62 (year 2016), Average Future Daily Traffic: 69 (year 2040), Design Load: H 20, Features Intersected: BR REED CREEK, Facility Carried by Structure: BRUSHY MOUNTAIN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.194, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.2m (17.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.1m (13.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 56.2 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $46,000, Roadway Improvement Cost: $25,000, Total Project Cost: $92,000 ( Estimate for 2018), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19757, Location: .05M TO 680 & .75M TO END (Lat: 36.938708, Lng: -81.267894), Route carried "on" structure: County highway 681, Year Built: 1932, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 62 (year 2016), Average Future Daily Traffic: 69 (year 2040), Design Load: H 20, Features Intersected: BR REED CREEK, Facility Carried by Structure: BRUSHY MOUNTAIN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.194, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.2m (17.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.1m (13.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 56.2 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $46,000, Roadway Improvement Cost: $25,000, Total Project Cost: $92,000 ( Estimate for 2018), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19793, Location: .60M TO 677 & .15M TO 728 (Lat: 36.863503, Lng: -81.272308), Route carried "on" structure: County highway 749, Year Built: 1951, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 1,396 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,882 (year 2040), Design Load: H 20, Features Intersected: CREEK, Facility Carried by Structure: CEDAR SPRINGS RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.459, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, 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: Somewhat better than minimum adequacy, 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: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $115,000, Roadway Improvement Cost: $25,000, Total Project Cost: $183,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19793, Location: .60M TO 677 & .15M TO 728 (Lat: 36.863503, Lng: -81.272308), Route carried "on" structure: County highway 749, Year Built: 1951, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 1,396 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,882 (year 2040), Design Load: H 20, Features Intersected: CREEK, Facility Carried by Structure: CEDAR SPRINGS RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.459, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, 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: Somewhat better than minimum adequacy, 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: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $115,000, Roadway Improvement Cost: $25,000, Total Project Cost: $183,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19794, Location: .45M to 677; .3M to 728 (Lat: 36.865975, Lng: -81.271414), Route carried "on" structure: County highway 749, Year Built: 1952, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 1,396 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,882 (year 2040), Design Load: H 20, Features Intersected: CREEK, Facility Carried by Structure: CEDAR SPRINGS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.220, 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: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 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: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $101,000, Roadway Improvement Cost: $10,000, Total Project Cost: $131,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19794, Location: .45M to 677; .3M to 728 (Lat: 36.865975, Lng: -81.271414), Route carried "on" structure: County highway 749, Year Built: 1952, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 1,396 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,882 (year 2040), Design Load: H 20, Features Intersected: CREEK, Facility Carried by Structure: CEDAR SPRINGS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.220, 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: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 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: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $101,000, Roadway Improvement Cost: $10,000, Total Project Cost: $131,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19795, Location: .10M TO 677 & .65M TO 728 (Lat: 36.869869, Lng: -81.271814), Route carried "on" structure: County highway 749, Year Built: 1952, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 1,396 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,882 (year 2040), Design Load: H 20, Features Intersected: STREAM, Facility Carried by Structure: CEDAR SPRINGS RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.652, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, 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: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $132,000, Roadway Improvement Cost: $25,000, Total Project Cost: $205,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19795, Location: .10M TO 677 & .65M TO 728 (Lat: 36.869869, Lng: -81.271814), Route carried "on" structure: County highway 749, Year Built: 1952, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 1,396 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,882 (year 2040), Design Load: H 20, Features Intersected: STREAM, Facility Carried by Structure: CEDAR SPRINGS RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.652, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, 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: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $132,000, Roadway Improvement Cost: $25,000, Total Project Cost: $205,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19796, Location: 1.15M TO 670 & .13MTO 691 (Lat: 36.854903, Lng: -81.276367), Route carried "on" structure: County highway 749, Year Built: 1932, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,396 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,882 (year 2040), Design Load: H 20, Features Intersected: DRY CHANNEL, Facility Carried by Structure: CEDAR SPRINGS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.385, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Good, 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, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: 19796, Location: 1.15M TO 670 & .13MTO 691 (Lat: 36.854903, Lng: -81.276367), Route carried "on" structure: County highway 749, Year Built: 1932, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,396 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,882 (year 2040), Design Load: H 20, Features Intersected: DRY CHANNEL, Facility Carried by Structure: CEDAR SPRINGS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.385, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Good, 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, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
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Structure Number: 23761, Location: .50M to 617&1.9MTOENDRTE (Lat: 36.927611, Lng: -81.300706), Route carried "on" structure: County highway 735, Year Built: 1993, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 281 (year 2016), Average Future Daily Traffic: 416 (year 2040), Design Load: HS 20+Mod, Features Intersected: HUDDLE BRANCH, Facility Carried by Structure: TOBLER RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, 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: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 76.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than 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: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 23761, Location: .50M to 617&1.9MTOENDRTE (Lat: 36.927611, Lng: -81.300706), Route carried "on" structure: County highway 735, Year Built: 1993, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 281 (year 2016), Average Future Daily Traffic: 416 (year 2040), Design Load: HS 20+Mod, Features Intersected: HUDDLE BRANCH, Facility Carried by Structure: TOBLER RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, 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: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 76.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than 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: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 23974, Location: 0.0M TO680&.05M END MAINT (Lat: 36.944069, Lng: -81.252408), Route carried "on" structure: County highway 830, Year Built: 1932, Year Reconstructed: 2014, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 20 (year 2017), Average Future Daily Traffic: 29 (year 2040), Design Load: HL 93, Features Intersected: REED CREEK, Facility Carried by Structure: CREEK SIDE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 63.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than 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: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Other, Deck Protection: Other Coated Reinforcing
Structure Number: 23974, Location: 0.0M TO680&.05M END MAINT (Lat: 36.944069, Lng: -81.252408), Route carried "on" structure: County highway 830, Year Built: 1932, Year Reconstructed: 2014, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 20 (year 2017), Average Future Daily Traffic: 29 (year 2040), Design Load: HL 93, Features Intersected: REED CREEK, Facility Carried by Structure: CREEK SIDE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 63.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than 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: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Other, Deck Protection: Other Coated Reinforcing
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Structure Number: 26289, Location: 1.7M TO 675 & .20M TO 674 (Lat: 36.875108, Lng: -81.245086), Route carried "on" structure: County highway 673, Year Built: 1999, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 80 (year 2017), Average Future Daily Traffic: 89 (year 2040), Design Load: HS 20+Mod, Features Intersected: BRANCH REED CREEK, Facility Carried by Structure: PHILLIPI RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.171, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 7.7m (25.3ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 26289, Location: 1.7M TO 675 & .20M TO 674 (Lat: 36.875108, Lng: -81.245086), Route carried "on" structure: County highway 673, Year Built: 1999, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 80 (year 2017), Average Future Daily Traffic: 89 (year 2040), Design Load: HS 20+Mod, Features Intersected: BRANCH REED CREEK, Facility Carried by Structure: PHILLIPI RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.171, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 7.7m (25.3ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 27196, Location: .6M TO 675 & .4M TO 669 (Lat: 36.891131, Lng: -81.223053), Route carried "on" structure: County highway 699, Year Built: 2003, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 256 (year 2017), Average Future Daily Traffic: 374 (year 2040), Design Load: HS 20+Mod, Features Intersected: S FORK REED CREEK, Facility Carried by Structure: MUSSERS MILL RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.574, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.9m (25.9ft)
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: 76.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 27196, Location: .6M TO 675 & .4M TO 669 (Lat: 36.891131, Lng: -81.223053), Route carried "on" structure: County highway 699, Year Built: 2003, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 256 (year 2017), Average Future Daily Traffic: 374 (year 2040), Design Load: HS 20+Mod, Features Intersected: S FORK REED CREEK, Facility Carried by Structure: MUSSERS MILL RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.574, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.9m (25.9ft)
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: 76.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 30417, Location: 4.35 END MAINT;1.0 TO 680 (Lat: 36.954139, Lng: -81.260472), Route carried "on" structure: County highway 625, Year Built: 2016, Status: Open, Structure Length: 2.70m (8.86ft), Average Daily Traffic: 124 (year 2016), Average Future Daily Traffic: 127 (year 2040), Design Load: HL 93, Features Intersected: REED CREEK, Facility Carried by Structure: CRAWFISH RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.547, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.5m (44.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 30417, Location: 4.35 END MAINT;1.0 TO 680 (Lat: 36.954139, Lng: -81.260472), Route carried "on" structure: County highway 625, Year Built: 2016, Status: Open, Structure Length: 2.70m (8.86ft), Average Daily Traffic: 124 (year 2016), Average Future Daily Traffic: 127 (year 2040), Design Load: HL 93, Features Intersected: REED CREEK, Facility Carried by Structure: CRAWFISH RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.547, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.5m (44.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 19598, Location: 1.06M TOSMYCO&2.15M TO 90 (Lat: 36.905864, Lng: -81.309711), Route carried "under" structure: County highway 682, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 440 (year 2016), Features Intersected: RT 682 (KIMBERLIN RD.), Facility Carried by Structure: I-81 SBL
Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 0.161, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 11.9m (39.0ft)
Structure Number: 19598, Location: 1.06M TOSMYCO&2.15M TO 90 (Lat: 36.905864, Lng: -81.309711), Route carried "under" structure: County highway 682, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 440 (year 2016), Features Intersected: RT 682 (KIMBERLIN RD.), Facility Carried by Structure: I-81 SBL
Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 0.161, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 11.9m (39.0ft)
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Structure Number: 196, Location: 1.06M TO SMYCO&2.15M TO90 (Lat: 36.905569, Lng: -81.309622), Route carried "under" structure: County highway 682, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 440 (year 2016), Features Intersected: RT 682 (KIMBERLIN RD.), Facility Carried by Structure: I-81 NBL
Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 0.161, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 11.9m (39.0ft)
Structure Number: 196, Location: 1.06M TO SMYCO&2.15M TO90 (Lat: 36.905569, Lng: -81.309622), Route carried "under" structure: County highway 682, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 440 (year 2016), Features Intersected: RT 682 (KIMBERLIN RD.), Facility Carried by Structure: I-81 NBL
Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 0.161, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 11.9m (39.0ft)
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Structure Number: 19602, Location: 2.15MT0682 & 7.05MTO11 (Lat: 36.916053, Lng: -81.273392), Route carried "under" structure: County highway 90, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 6,518 (year 2018), Truck Traffic: 12%, Features Intersected: ROUTE 90, Facility Carried by Structure: I-81 SBL
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 108.109, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 13.4m (44.0ft)
Structure Number: 19602, Location: 2.15MT0682 & 7.05MTO11 (Lat: 36.916053, Lng: -81.273392), Route carried "under" structure: County highway 90, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 6,518 (year 2018), Truck Traffic: 12%, Features Intersected: ROUTE 90, Facility Carried by Structure: I-81 SBL
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 108.109, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 13.4m (44.0ft)
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Structure Number: 19604, Location: 2.15MTO682 & 7.05MTO11 (Lat: 36.915864, Lng: -81.273442), Route carried "under" structure: County highway 90, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 6,518 (year 2018), Features Intersected: ROUTE 90, Facility Carried by Structure: I-81 NBL
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 13.4m (44.0ft)
Structure Number: 19604, Location: 2.15MTO682 & 7.05MTO11 (Lat: 36.915864, Lng: -81.273442), Route carried "under" structure: County highway 90, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 6,518 (year 2018), Features Intersected: ROUTE 90, Facility Carried by Structure: I-81 NBL
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 13.4m (44.0ft)
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Structure Number: 19606, Location: 2.71M TO 90 & 4.34M TO 11 (Lat: 36.922306, Lng: -81.225739), Route carried "under" structure: County highway 625, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 269 (year 2018), Truck Traffic: 1%, Features Intersected: SR-625 (GAP OF RIDGE RD), Facility Carried by Structure: I-81 SBL
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 14.320, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 13.1m (43.0ft)
Structure Number: 19606, Location: 2.71M TO 90 & 4.34M TO 11 (Lat: 36.922306, Lng: -81.225739), Route carried "under" structure: County highway 625, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 269 (year 2018), Truck Traffic: 1%, Features Intersected: SR-625 (GAP OF RIDGE RD), Facility Carried by Structure: I-81 SBL
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 14.320, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 13.1m (43.0ft)
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Structure Number: 19608, Location: 2.71M TO 90 & 4.34M TO 11 (Lat: 36.922164, Lng: -81.225572), Route carried "under" structure: County highway 625, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 269 (year 2018), Truck Traffic: 1%, Features Intersected: SR-625 (GAP OF RIDGE RD), Facility Carried by Structure: I-81 NBL
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 14.320, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 13.1m (43.0ft)
Structure Number: 19608, Location: 2.71M TO 90 & 4.34M TO 11 (Lat: 36.922164, Lng: -81.225572), Route carried "under" structure: County highway 625, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 269 (year 2018), Truck Traffic: 1%, Features Intersected: SR-625 (GAP OF RIDGE RD), Facility Carried by Structure: I-81 NBL
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 14.320, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 13.1m (43.0ft)