Bridge Statistics for Churchville, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 22Number of bridges
- 184ft / 55.8mTotal length
- $1,276,000Total costs
- 36,644Total average daily traffic
- 1,121Total average daily truck traffic
- 41,031Total future (year 2035) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Churchville
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 21920-1929
- 21930-1939
- 21940-1949
- 11950-1959
- 11960-1969
- 21970-1979
- 21980-1989
- 21990-1999
- 32000-2009
- 32010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 01990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 5.9%Excellent
- 17.6%Very good
- 17.6%Good
- 35.3%Satisfactory
- 23.5%Fair
- Bridge Condition - Superstructure
- 5.9%Excellent
- 23.5%Very good
- 11.8%Good
- 29.4%Satisfactory
- 29.4%Fair
- Bridge Condition - Substructure
- 5.9%Excellent
- 5.9%Very good
- 52.9%Good
- 11.8%Satisfactory
- 23.5%Fair
- Bridge Condition - Channel
- 13.6%Very good
- 22.7%Good
- 45.5%Satisfactory
- 18.2%Fair
- Bridge Condition - Culverts
- 80.0%Good
- 20.0%Satisfactory
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Structure Number: 1706, Location: 0.66 RT 836 - 0.11 RT 725 (Lat: 38.226400, Lng: -79.176122), Route carried "on" structure: State highway 42, Year Built: 1956, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 3,125 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 3,863 (year 2040), Design Load: HS 15, Features Intersected: WHISKEY CREEK, Facility Carried by Structure: Buffalo Gap Hwy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 326.350, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 61.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $140,000, Roadway Improvement Cost: $5,000, Total Project Cost: $145,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1706, Location: 0.66 RT 836 - 0.11 RT 725 (Lat: 38.226400, Lng: -79.176122), Route carried "on" structure: State highway 42, Year Built: 1956, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 3,125 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 3,863 (year 2040), Design Load: HS 15, Features Intersected: WHISKEY CREEK, Facility Carried by Structure: Buffalo Gap Hwy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 326.350, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 61.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $140,000, Roadway Improvement Cost: $5,000, Total Project Cost: $145,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1862, Location: 0.46 RT 736 & 1.84 RT 728 (Lat: 38.275039, Lng: -79.199194), Route carried "on" structure: US 250, Year Built: 1949, Status: Open, Structure Length: 3.04m (9.97ft), Average Daily Traffic: 2,099 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,309 (year 2040), Design Load: HS 15, Features Intersected: JENNINGS BRANCH, Facility Carried by Structure: HANKEY MTN HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.938, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), 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: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 49.9 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.08m (10.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $62,000, Roadway Improvement Cost: $7,000, Total Project Cost: $69,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 1862, Location: 0.46 RT 736 & 1.84 RT 728 (Lat: 38.275039, Lng: -79.199194), Route carried "on" structure: US 250, Year Built: 1949, Status: Open, Structure Length: 3.04m (9.97ft), Average Daily Traffic: 2,099 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,309 (year 2040), Design Load: HS 15, Features Intersected: JENNINGS BRANCH, Facility Carried by Structure: HANKEY MTN HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.938, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), 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: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 49.9 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.08m (10.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $62,000, Roadway Improvement Cost: $7,000, Total Project Cost: $69,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 1893, Location: 2.36 RT 708 0.09 RT 833 (Lat: 38.174206, Lng: -79.180747), Route carried "on" structure: State highway 254, Year Built: 1926, Status: Open, Structure Length: 3.12m (10.24ft), Average Daily Traffic: 4,830 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 5,313 (year 2040), Design Load: H 15, Features Intersected: MIDDLE RIVER, Facility Carried by Structure: PARKERSBURG TPK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.587, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.4m (99.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 31.8 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: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 3.14m (10.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $65,000, Roadway Improvement Cost: $7,000, Total Project Cost: $72,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1893, Location: 2.36 RT 708 0.09 RT 833 (Lat: 38.174206, Lng: -79.180747), Route carried "on" structure: State highway 254, Year Built: 1926, Status: Open, Structure Length: 3.12m (10.24ft), Average Daily Traffic: 4,830 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 5,313 (year 2040), Design Load: H 15, Features Intersected: MIDDLE RIVER, Facility Carried by Structure: PARKERSBURG TPK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.587, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.4m (99.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 31.8 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: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 3.14m (10.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $65,000, Roadway Improvement Cost: $7,000, Total Project Cost: $72,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2197, Location: 0.77 RT 42 - 0.23 RT 832 (Lat: 38.201639, Lng: -79.193489), Route carried "on" structure: County highway 720, Year Built: 1976, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 894 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 929 (year 2040), Design Load: HS 20+Mod, Features Intersected: BUFFALO BRANCH, Facility Carried by Structure: MORRIS MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.075, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.0m (52.5ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 2197, Location: 0.77 RT 42 - 0.23 RT 832 (Lat: 38.201639, Lng: -79.193489), Route carried "on" structure: County highway 720, Year Built: 1976, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 894 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 929 (year 2040), Design Load: HS 20+Mod, Features Intersected: BUFFALO BRANCH, Facility Carried by Structure: MORRIS MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.075, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.0m (52.5ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 2199, Location: 0.25 RT 868 - 0.51 RT 724 (Lat: 38.216669, Lng: -79.216017), Route carried "on" structure: County highway 720, Year Built: 1980, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 217 (year 2016), Average Future Daily Traffic: 243 (year 2040), Features Intersected: EAST DRY BRANCH, Facility Carried by Structure: Jerusalem ChurchRd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.422, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.3 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2199, Location: 0.25 RT 868 - 0.51 RT 724 (Lat: 38.216669, Lng: -79.216017), Route carried "on" structure: County highway 720, Year Built: 1980, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 217 (year 2016), Average Future Daily Traffic: 243 (year 2040), Features Intersected: EAST DRY BRANCH, Facility Carried by Structure: Jerusalem ChurchRd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.422, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.3 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2201, Location: 0.70 RT 833 - 3.40 RT 612 (Lat: 38.191231, Lng: -79.164272), Route carried "on" structure: County highway 720, Year Built: 1962, Status: Open, Structure Length: 4.41m (14.47ft), Average Daily Traffic: 567 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 624 (year 2040), Design Load: HS 15, Features Intersected: MIDDLE RIVER, Facility Carried by Structure: MORRIS MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.652, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.2m (46.6ft), 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: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $89,000, Total Project Cost: $100,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 2201, Location: 0.70 RT 833 - 3.40 RT 612 (Lat: 38.191231, Lng: -79.164272), Route carried "on" structure: County highway 720, Year Built: 1962, Status: Open, Structure Length: 4.41m (14.47ft), Average Daily Traffic: 567 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 624 (year 2040), Design Load: HS 15, Features Intersected: MIDDLE RIVER, Facility Carried by Structure: MORRIS MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.652, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.2m (46.6ft), 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: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $89,000, Total Project Cost: $100,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 2202, Location: 1.19 RT 250 - 1.00 RT 725 (Lat: 38.243042, Lng: -79.205011), Route carried "on" structure: County highway 720, Year Built: 1983, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 438 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 485 (year 2040), Design Load: HS 20+Mod, Features Intersected: MCKITTRICKS BRANCH, Facility Carried by Structure: JERUSALEM CHAPELRD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.000, 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: 4, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 2202, Location: 1.19 RT 250 - 1.00 RT 725 (Lat: 38.243042, Lng: -79.205011), Route carried "on" structure: County highway 720, Year Built: 1983, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 438 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 485 (year 2040), Design Load: HS 20+Mod, Features Intersected: MCKITTRICKS BRANCH, Facility Carried by Structure: JERUSALEM CHAPELRD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.000, 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: 4, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 2203, Location: 1.46 RT 250-0.02 DEAD END (Lat: 38.202292, Lng: -79.152008), Route carried "on" structure: County highway 721, Year Built: 1940, Year Reconstructed: 2011, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 195 (year 2013), Average Future Daily Traffic: 280 (year 2040), Design Load: HS 20+Mod, Features Intersected: MIDDLE RIVER, Facility Carried by Structure: EAGLE ROCK LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.029, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.9m (12.8ft), Skew: 3 degrees, Material/Design: Steel continuous, 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: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.4m (11.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 88.9 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 replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of replacement, Length Of Structure Improvement: 3.57m (11.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $228,000, Roadway Improvement Cost: $30,000, Total Project Cost: $258,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2203, Location: 1.46 RT 250-0.02 DEAD END (Lat: 38.202292, Lng: -79.152008), Route carried "on" structure: County highway 721, Year Built: 1940, Year Reconstructed: 2011, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 195 (year 2013), Average Future Daily Traffic: 280 (year 2040), Design Load: HS 20+Mod, Features Intersected: MIDDLE RIVER, Facility Carried by Structure: EAGLE ROCK LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.029, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.9m (12.8ft), Skew: 3 degrees, Material/Design: Steel continuous, 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: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.4m (11.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 88.9 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 replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of replacement, Length Of Structure Improvement: 3.57m (11.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $228,000, Roadway Improvement Cost: $30,000, Total Project Cost: $258,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2205, Location: 0.02 RT 250W-2.12 RT 250E (Lat: 38.220875, Lng: -79.153500), Route carried "on" structure: County highway 722, Year Built: 1909, Status: Posted for load, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 133 (year 2013), Average Future Daily Traffic: 151 (year 2040), Design Load: H 10, Features Intersected: WHISKEY CREEK, Facility Carried by Structure: VINEGAR HILL RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.019, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 2.4m (7.9ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 36.3 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Bridge Improvement Cost: $115,000, Roadway Improvement Cost: $15,000, Total Project Cost: $140,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2205, Location: 0.02 RT 250W-2.12 RT 250E (Lat: 38.220875, Lng: -79.153500), Route carried "on" structure: County highway 722, Year Built: 1909, Status: Posted for load, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 133 (year 2013), Average Future Daily Traffic: 151 (year 2040), Design Load: H 10, Features Intersected: WHISKEY CREEK, Facility Carried by Structure: VINEGAR HILL RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.019, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 2.4m (7.9ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 36.3 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Bridge Improvement Cost: $115,000, Roadway Improvement Cost: $15,000, Total Project Cost: $140,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 221, Location: 0.39 RT 723 - 0.37 RT 42 (Lat: 38.228019, Lng: -79.183731), Route carried "on" structure: County highway 725, Year Built: 1976, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 492 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 541 (year 2040), Design Load: HS 20+Mod, Features Intersected: WHISKEY CREEK, Facility Carried by Structure: WHISKEY CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.262, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 68.9 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 221, Location: 0.39 RT 723 - 0.37 RT 42 (Lat: 38.228019, Lng: -79.183731), Route carried "on" structure: County highway 725, Year Built: 1976, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 492 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 541 (year 2040), Design Load: HS 20+Mod, Features Intersected: WHISKEY CREEK, Facility Carried by Structure: WHISKEY CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.262, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 68.9 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2257, Location: 0.62 RT 835 - 0.91 RT 734 (Lat: 38.253014, Lng: -79.102061), Route carried "on" structure: County highway 733, Year Built: 1920, Year Reconstructed: 2015, Status: Open, Structure Length: 2.37m (7.78ft), Average Daily Traffic: 99 (year 2013), Average Future Daily Traffic: 112 (year 2040), Design Load: HS 20+Mod, Features Intersected: ELK RUN, Facility Carried by Structure: MOFFETT BRANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.186, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.1m (69.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: 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: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2020, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $20,000, Total Project Cost: $220,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 2257, Location: 0.62 RT 835 - 0.91 RT 734 (Lat: 38.253014, Lng: -79.102061), Route carried "on" structure: County highway 733, Year Built: 1920, Year Reconstructed: 2015, Status: Open, Structure Length: 2.37m (7.78ft), Average Daily Traffic: 99 (year 2013), Average Future Daily Traffic: 112 (year 2040), Design Load: HS 20+Mod, Features Intersected: ELK RUN, Facility Carried by Structure: MOFFETT BRANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.186, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.1m (69.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: 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: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2020, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $20,000, Total Project Cost: $220,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 226, Location: 0.79 RT 737 0.07 RT 250 (Lat: 38.269794, Lng: -79.193497), Route carried "on" structure: County highway 736, Year Built: 1939, Year Reconstructed: 1987, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 619 (year 2013), Average Future Daily Traffic: 953 (year 2040), Design Load: HS 20+Mod, Features Intersected: JENNINGS BRANCH, Facility Carried by Structure: JENNINGS GAP RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.093, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.9m (65.3ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 52.6 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 226, Location: 0.79 RT 737 0.07 RT 250 (Lat: 38.269794, Lng: -79.193497), Route carried "on" structure: County highway 736, Year Built: 1939, Year Reconstructed: 1987, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 619 (year 2013), Average Future Daily Traffic: 953 (year 2040), Design Load: HS 20+Mod, Features Intersected: JENNINGS BRANCH, Facility Carried by Structure: JENNINGS GAP RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.093, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.9m (65.3ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 52.6 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 237, Location: 1.55 RT 801 - 0.02 RT 250 (Lat: 38.224914, Lng: -79.159936), Route carried "on" structure: County highway 835, Year Built: 1932, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 544 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 598 (year 2040), Design Load: HS 20, Features Intersected: JENNINGS BRANCH, Facility Carried by Structure: HOTCHKISS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $14,000, Total Project Cost: $139,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 237, Location: 1.55 RT 801 - 0.02 RT 250 (Lat: 38.224914, Lng: -79.159936), Route carried "on" structure: County highway 835, Year Built: 1932, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 544 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 598 (year 2040), Design Load: HS 20, Features Intersected: JENNINGS BRANCH, Facility Carried by Structure: HOTCHKISS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $14,000, Total Project Cost: $139,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 23826, Location: 0.03 RT 724 - 0.73 RT 868 (Lat: 38.222653, Lng: -79.212639), Route carried "on" structure: County highway 720, Year Built: 1992, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 217 (year 2016), Average Future Daily Traffic: 243 (year 2040), Design Load: HS 20, Features Intersected: WHISKEY CREEK, Facility Carried by Structure: Jerusalem ChapelRd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.645, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 23826, Location: 0.03 RT 724 - 0.73 RT 868 (Lat: 38.222653, Lng: -79.212639), Route carried "on" structure: County highway 720, Year Built: 1992, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 217 (year 2016), Average Future Daily Traffic: 243 (year 2040), Design Load: HS 20, Features Intersected: WHISKEY CREEK, Facility Carried by Structure: Jerusalem ChapelRd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.645, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 24965, Location: 0.4 RT. 42 - 1.4 RT 835 (Lat: 38.268589, Lng: -79.142775), Route carried "on" structure: County highway 728, Year Built: 1997, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 197 (year 2013), Average Future Daily Traffic: 212 (year 2040), Design Load: HS 20, Features Intersected: ELK RUN, Facility Carried by Structure: STOVERS SHOP RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.102, Lanes on structure: 2, 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: 2, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 24965, Location: 0.4 RT. 42 - 1.4 RT 835 (Lat: 38.268589, Lng: -79.142775), Route carried "on" structure: County highway 728, Year Built: 1997, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 197 (year 2013), Average Future Daily Traffic: 212 (year 2040), Design Load: HS 20, Features Intersected: ELK RUN, Facility Carried by Structure: STOVERS SHOP RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.102, Lanes on structure: 2, 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: 2, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
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Structure Number: 28171, Location: 2.35 RT 738 - 0.12 RT 250 (Lat: 38.231436, Lng: -79.167919), Route carried "on" structure: State highway 42, Year Built: 2004, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 1,755 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,930 (year 2040), Design Load: HS 15, Features Intersected: JENNINGS BRANCH, Facility Carried by Structure: SCENIC HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 328.674, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 14.1m (46.3ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 28171, Location: 2.35 RT 738 - 0.12 RT 250 (Lat: 38.231436, Lng: -79.167919), Route carried "on" structure: State highway 42, Year Built: 2004, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 1,755 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,930 (year 2040), Design Load: HS 15, Features Intersected: JENNINGS BRANCH, Facility Carried by Structure: SCENIC HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 328.674, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 14.1m (46.3ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2826, Location: 0.39 RT 721 - 0.19 RT 722 (Lat: 38.216644, Lng: -79.133217), Route carried "on" structure: US 250, Year Built: 2005, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 6,649 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 7,314 (year 2040), Design Load: HS 20+Mod, Features Intersected: MIDDLE RIVER, Facility Carried by Structure: CHURCHVILLE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 82.442, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2826, Location: 0.39 RT 721 - 0.19 RT 722 (Lat: 38.216644, Lng: -79.133217), Route carried "on" structure: US 250, Year Built: 2005, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 6,649 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 7,314 (year 2040), Design Load: HS 20+Mod, Features Intersected: MIDDLE RIVER, Facility Carried by Structure: CHURCHVILLE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 82.442, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 28435, Location: 1.86 RT 835 - 0.20 RT 250 (Lat: 38.221333, Lng: -79.135556), Route carried "on" structure: County highway 801, Year Built: 2015, Status: Open, Structure Length: 3.56m (11.68ft), Average Daily Traffic: 101 (year 2013), Average Future Daily Traffic: 115 (year 2040), Design Load: HS 20+Mod, Features Intersected: JENNINGS BRANCH, Facility Carried by Structure: Hangers Mill Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Critical Feature Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Other Coated Reinforcing
Structure Number: 28435, Location: 1.86 RT 835 - 0.20 RT 250 (Lat: 38.221333, Lng: -79.135556), Route carried "on" structure: County highway 801, Year Built: 2015, Status: Open, Structure Length: 3.56m (11.68ft), Average Daily Traffic: 101 (year 2013), Average Future Daily Traffic: 115 (year 2040), Design Load: HS 20+Mod, Features Intersected: JENNINGS BRANCH, Facility Carried by Structure: Hangers Mill Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Critical Feature Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Other Coated Reinforcing
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Structure Number: 29265, Location: 0.08 RT 42 -1.22 DEAD END (Lat: 38.222339, Lng: -79.165019), Route carried "on" structure: County highway 836, Year Built: 2009, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 116 (year 2013), Average Future Daily Traffic: 132 (year 2040), Design Load: HS 20+Mod, Features Intersected: WHISKY CREEK, Facility Carried by Structure: GREEN HILL LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.957, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: 29265, Location: 0.08 RT 42 -1.22 DEAD END (Lat: 38.222339, Lng: -79.165019), Route carried "on" structure: County highway 836, Year Built: 2009, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 116 (year 2013), Average Future Daily Traffic: 132 (year 2040), Design Load: HS 20+Mod, Features Intersected: WHISKY CREEK, Facility Carried by Structure: GREEN HILL LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.957, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
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Structure Number: 2941, Location: 0.97 RT 801-0.05 RT 722 (Lat: 38.220922, Lng: -79.152933), Route carried "on" structure: US 250, Year Built: 2017, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 6,649 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 7,314 (year 2040), Design Load: HL 93, Features Intersected: Whiskey Creek, Facility Carried by Structure: HANKEY MTN HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 80.540, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.4m (60.4ft), Curb-To-Curb Width: 13.9m (45.6ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, 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: Galvanized Reinforcing
Structure Number: 2941, Location: 0.97 RT 801-0.05 RT 722 (Lat: 38.220922, Lng: -79.152933), Route carried "on" structure: US 250, Year Built: 2017, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 6,649 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 7,314 (year 2040), Design Load: HL 93, Features Intersected: Whiskey Creek, Facility Carried by Structure: HANKEY MTN HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 80.540, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.4m (60.4ft), Curb-To-Curb Width: 13.9m (45.6ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, 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: Galvanized Reinforcing
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Structure Number: 29437, Location: 0.95 RT 42 - 0.00 RT 835 (Lat: 38.267778, Lng: -79.127839), Route carried "on" structure: County highway 736, Year Built: 2010, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 169 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 237 (year 2040), Design Load: HS 20+Mod, Features Intersected: ELK RUN, Facility Carried by Structure: Union Church Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.734, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.0m (36.1ft)
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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 29437, Location: 0.95 RT 42 - 0.00 RT 835 (Lat: 38.267778, Lng: -79.127839), Route carried "on" structure: County highway 736, Year Built: 2010, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 169 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 237 (year 2040), Design Load: HS 20+Mod, Features Intersected: ELK RUN, Facility Carried by Structure: Union Church Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.734, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.0m (36.1ft)
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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 31533, Location: 0.06 RT 732 - 0.57 RT 840 (Lat: 38.199297, Lng: -79.149717), Route carried "on" structure: US 250, Year Built: 2021, Status: Open, Structure Length: 2.49m (8.17ft), Average Daily Traffic: 6,539 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 7,133 (year 2035), Design Load: HL 93, Features Intersected: BELL CREEK, Facility Carried by Structure: HANKEY MTN HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 84.981, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 69.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 53.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $90,000, Roadway Improvement Cost: $9,000, Total Project Cost: $133,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31533, Location: 0.06 RT 732 - 0.57 RT 840 (Lat: 38.199297, Lng: -79.149717), Route carried "on" structure: US 250, Year Built: 2021, Status: Open, Structure Length: 2.49m (8.17ft), Average Daily Traffic: 6,539 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 7,133 (year 2035), Design Load: HL 93, Features Intersected: BELL CREEK, Facility Carried by Structure: HANKEY MTN HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 84.981, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 69.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 53.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $90,000, Roadway Improvement Cost: $9,000, Total Project Cost: $133,000, Deck Structure Type: Concrete Cast-file-Place