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Bridge Statistics for Welch, West Virginia (WV) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Welch, WV, West Virginia, West Virginia forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 16 Total length: 44 meters (144ft) Total costs: $1,950,000 Total average daily traffic: 40,030 Total average daily truck traffic: 4,259 National Bridge Inventory (NBI) Registered Bridges for Welch
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 24A129, Location: 0.03 MI W OF WV 103 (Lat: 37.416667, Lng: -81.590000), Route carried "on" structure: US 5200, Year Built: 1957, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 8,100 (year 2003), Truck Traffic: 11%, Average Future Daily Traffic: 9,900 (year 2023), Design Load: HS 20, Features Intersected: TUG FORK, Facility Carried by Structure: US ROUTE 52 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.244, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 22.0m (72.2ft) Condition: Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 84.6 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 24A139, Location: 0.04 MI.E.OF WV 164 (Lat: 37.433333, Lng: -81.581667), Route carried "on" structure: Alternate US 5200, Year Built: 1979, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 6,600 (year 2003), Truck Traffic: 11%, Average Future Daily Traffic: 9,200 (year 2023), Design Load: HS 20, Features Intersected: ELKHORN CREEK, Facility Carried by Structure: US 52A Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.043, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 14.3m (46.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 75.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 24A204, Location: 0.01MI W OF US 52 SPUR (Lat: 37.428333, Lng: -81.585000), Route carried "on" structure: Alternate US 5200, Year Built: 1989, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 6,600 (year 2003), Truck Traffic: 11%, Average Future Daily Traffic: 8,100 (year 2023), Design Load: HS 25, Features Intersected: ELKHORN CREEK, Facility Carried by Structure: US RT 52 ALT Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Base Highway Network: Yes, 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: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 10.2m (33.5ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Inventory Rating: 70.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $50,000, Total Project Cost: $250,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 24A23, Location: 0.23 MI. NORTH OF CR. 7 (Lat: 37.441667, Lng: -81.600000), Route carried "on" structure: County highway 708, Year Built: 1983, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 200 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 200 (year 2023), Design Load: HS 20, Features Intersected: TUG FORK, Facility Carried by Structure: COUNTY ROUTE 7/8 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 8.0m (26.2ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2004, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 24A244, Location: 0.10 MI E OF CR 102/28 (Lat: 37.443333, Lng: -81.596667), Route carried "on" structure: County highway 700, Year Built: 1995, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 900 (year 2003), Truck Traffic: 20%, Average Future Daily Traffic: 1,250 (year 2023), Design Load: HS 25, Features Intersected: NORFOLK SOUTHERN RAILWAY, Facility Carried by Structure: CR 7 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.269, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 20.7m (67.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 9.2m (30.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Inventory Rating: 58.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 24A275, Location: 0.01 MI EAST OF WV 16 (Lat: 37.440000, Lng: -81.576667), Route carried "on" structure: County highway 1639, Year Built: 1930, Year Reconstructed: 1995, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 500 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 600 (year 2026), Design Load: HS 20, Features Intersected: BROWNS CREEK, Facility Carried by Structure: CO 16/39 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, 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: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.2m (20.3ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Poor, Channel: Good, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2007, Other Special Inspection Date: May 2007, Bridge Improvement Cost: $175,000, Roadway Improvement Cost: $25,000, Total Project Cost: $200,000 ( Estimate for 2006), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 24A276, Location: 0.01 MI WEST OF WV 16 (Lat: 37.431667, Lng: -81.420000), Route carried "on" structure: County highway 1648, Year Built: 1946, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 50 (year 2006), Average Future Daily Traffic: 75 (year 2026), Features Intersected: TUG FORK & TUG STREET, Facility Carried by Structure: COUNTY ROUTE 16/48 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 6.4m (21.0ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 85.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 6.43m (21.10ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: July 2007, Critical Feature Inspection Date: July 2007, Bridge Improvement Cost: $850,000, Roadway Improvement Cost: $50,000, Total Project Cost: $900,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 24A28, Location: 0.01 MI SOUTH OF CO 7 (Lat: 37.438333, Lng: -81.588333), Route carried "on" structure: State highway 1600, Year Built: 1999, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 4,000 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 4,900 (year 2026), Design Load: HS 25, Features Intersected: BROWNS CREEK, Facility Carried by Structure: WV 16 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.530, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Inventory Rating: 62.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 24A286, Location: 0.01 MI WEST OF WV 16 (Lat: 37.433333, Lng: -81.585000), Route carried "on" structure: County highway 1647, Year Built: 1980, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 50 (year 2006), Average Future Daily Traffic: 61 (year 2026), Features Intersected: TUG FORK & TUG STREET, Facility Carried by Structure: CO 16/47 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Lanes under 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, Number Of Approach Spans: 2, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 7.1m (23.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 24A288, Location: 0.01 MI E OF WV 16 (Lat: 37.445000, Lng: -81.566667), Route carried "on" structure: County highway 1659, Year Built: 1950, Year Reconstructed: 2005, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 30 (year 2006), Average Future Daily Traffic: 37 (year 2026), Features Intersected: BROWNS CREEK, Facility Carried by Structure: CO 16/59 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.9m (12.8ft), Out-to-Out Width: 4.3m (14.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Serious, Channel: Serious, Operating Rating: 71.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 51.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2007, Other Special Inspection Date: August 2007, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $25,000, Total Project Cost: $150,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber Find on map >>
Structure Number: 24A289, Location: 0.01 MILE N OF US 52 ALT (Lat: 37.426667, Lng: -81.585000), Route carried "on" structure: County highway 1652, Year Built: 1928, Year Reconstructed: 2008, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 600 (year 2008), Truck Traffic: 20%, Average Future Daily Traffic: 700 (year 2028), Design Load: HS 25, Features Intersected: ELKHORN CREEK, Facility Carried by Structure: MAPLE AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, 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: 18.9m (62.0ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 6.5m (21.3ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Deck Structure Type: Other, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 24A296, Location: 0.11 MI NORTH OF US 52A (Lat: 37.426667, Lng: -81.586667), Route carried "on" structure: County highway 1649, Year Built: 1920, Status: Posted for load, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 300 (year 2003), Truck Traffic: 20%, Average Future Daily Traffic: 350 (year 2023), Features Intersected: TUG FORK, Facility Carried by Structure: COUNTY ROUTE 16/49 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 3.9m (12.8ft), Out-to-Out Width: 4.8m (15.7ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 9.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, 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: 30.0 - 39.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2006, Critical Feature Inspection Date: June 2006, Bridge Improvement Cost: $400,000, Roadway Improvement Cost: $50,000, Total Project Cost: $450,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 24A11, Location: 0.27 MI S OF CR 7 (Lat: 37.436667, Lng: -81.586667), Route carried "under" structure: State highway 1600, Year Built: 1907, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 4,000 (year 2006), Truck Traffic: 8%, Features Intersected: NS RAILROAD, Facility Carried by Structure: NS RAILROAD Minimum Vertical Clearance: 3.14m (10.30ft), Kilometerpoint: 47.112, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.7m (58.1ft) Find on map >>
Structure Number: 24A128, Location: 0.01 MI W OF WV 103 (Lat: 37.416667, Lng: -81.590000), Route carried "under" structure: US 5200, Year Built: 1902, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 8,100 (year 2003), Truck Traffic: 11%, Features Intersected: NS RAILWAY, Facility Carried by Structure: NS RR Minimum Vertical Clearance: 4.26m (13.98ft), Kilometerpoint: 32.132, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 9.1m (29.9ft) Find on map >>
Structure Number: 24A276, Location: 0.01 MI WEST OF WV 16 (Lat: 37.431667, Lng: -81.420000), Route carried "under" structure: City street , Year Built: 1946, Structure Length: 6.40m (21.00ft), Features Intersected: COUNTY ROUTE 16/48, Facility Carried by Structure: COUNTY ROUTE 16/48 Minimum Vertical Clearance: 3.14m (10.30ft), Kilometerpoint: 0.016, Lanes on structure: 1, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 64.0m (210.0ft) Find on map >>
Structure Number: 24A286, Location: 0.01 MI WEST OF WV 16 (Lat: 37.433333, Lng: -81.585000), Route carried "under" structure: County highway 1644, Year Built: 1980, Structure Length: 3.54m (11.61ft), Features Intersected: COUNTY ROUTE 16/47, Facility Carried by Structure: CO 16/47 Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 0.402, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.4m (116.1ft) Discuss this city on our hugely popular West Virginia forum Back to: Welch, WV, West Virginia, All US cities.
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