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Bridge Statistics for Fairmont, West Virginia (WV) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Fairmont, WV, West Virginia, West Virginia forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 20 Total length: 373 meters (1,224ft) Total costs: $9,744,000 Total average daily traffic: 180,010 Total average daily truck traffic: 17,552 National Bridge Inventory (NBI) Registered Bridges for Fairmont
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 25A12, Location: 0.20 MI NORTH CO RT 58 (Lat: 39.421667, Lng: -80.198333), Route carried "on" structure: County highway 7373, Year Built: 1966, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 10,500 (year 2005), Truck Traffic: 9%, Average Future Daily Traffic: 16,600 (year 2025), Design Load: HS 20, Features Intersected: INTERSTATE 79, Facility Carried by Structure: MARION CO RT 73/73 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.216, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 25A143, Location: 1.70 MI NORTH CO RT 64/2 (Lat: 39.473333, Lng: -80.121667), Route carried "on" structure: Interstate 7900, Year Built: 1966, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 16,500 (year 2006), Truck Traffic: 18%, Average Future Daily Traffic: 31,000 (year 2026), Design Load: HS 20, Features Intersected: WEST VIRGINIA RT 310, Facility Carried by Structure: INTERSTATE 79 SB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 219.854, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Good, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.79m (15.72ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2007, Other Special Inspection Date: September 2007, Bridge Improvement Cost: $362,000, Roadway Improvement Cost: $10,000, Total Project Cost: $600,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 25A175, Location: 0.08 MI SOUTH US ROUTE 19 (Lat: 39.483333, Lng: -80.146667), Route carried "on" structure: US 25000, Year Built: 1991, Status: Open, Structure Length: 13.32m (43.70ft), Average Daily Traffic: 18,500 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 29,200 (year 2025), Design Load: HS 25, Features Intersected: COAL RUN,KIRK WAY,PKG LT, Facility Carried by Structure: US ROUTE 250 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.277, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 38.7m (127.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 17.7m (58.1ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Excellent, Operating Rating: 82.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 13.72m (45.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $2,270,000, Roadway Improvement Cost: $1,814,000, Total Project Cost: $4,084,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 25A189, Location: 0.22 MI NORTH CO RT 19/73 (Lat: 39.478333, Lng: -80.143333), Route carried "on" structure: State highway 31000, Year Built: 1979, Status: Open, Structure Length: 33.65m (110.40ft), Average Daily Traffic: 16,000 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 25,300 (year 2025), Design Load: HS 20, Features Intersected: MON RIV CSX RR 2 CTY STS, Facility Carried by Structure: WV ROUTE 310 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.913, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Navigation Control: Yes ( Vertical Clearance: 20.7m (67.9ft), Horizontal Clearance: 91.4m (299.9ft)), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 4, Length of Maximum Span: 97.2m (318.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 17.2m (56.4ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 33.65m (110.40ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2007, Critical Feature Inspection Date: June 2007, Underwater Inspection Date: October 2003, Bridge Improvement Cost: $1,025,000, Roadway Improvement Cost: $10,000, Total Project Cost: $1,035,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 25A227, Location: 0.12 MI SOUTH CR 250/79 (Lat: 39.465000, Lng: -80.158333), Route carried "on" structure: US 25000, Year Built: 1996, Status: Open, Structure Length: 17.07m (56.00ft), Average Daily Traffic: 22,000 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 34,800 (year 2025), Design Load: HS 25, Features Intersected: WEST FORK RIVER, Facility Carried by Structure: US ROUTE 250 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.008, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Navigation Control: Yes ( Vertical Clearance: 18.2m (59.7ft), Horizontal Clearance: 35.0m (114.8ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 38.1m (125.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 85.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2007, Underwater Inspection Date: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 25A24, Location: 0.17 MI NORTH CO 250/19 (Lat: 39.496667, Lng: -80.141667), Route carried "on" structure: US 1900, Year Built: 2000, Status: Open, Structure Length: 12.80m (41.99ft), Average Daily Traffic: 13,500 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 21,300 (year 2025), Design Load: HS 25, Features Intersected: BUFFALO CREEK & CSX RR, Facility Carried by Structure: US ROUTE 19 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.731, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 15.6m (51.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Excellent, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 25A242, Location: 0.09 MI EAST US 19 (Lat: 39.483333, Lng: -80.141667), Route carried "on" structure: County highway 1973, Year Built: 1921, Year Reconstructed: 2000, Status: Open, Structure Length: 38.04m (124.80ft), Average Daily Traffic: 13,500 (year 2005), Truck Traffic: 9%, Average Future Daily Traffic: 21,300 (year 2025), Design Load: HS 25, Features Intersected: MON RIV, CSX RR, 2 STRTS, Facility Carried by Structure: MARION CO 19/73 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Navigation Control: Yes ( Vertical Clearance: 12.1m (39.7ft), Horizontal Clearance: 71.9m (235.9ft)), Material/Design: Concrete continuous, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 12, Length of Maximum Span: 85.0m (278.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.4m (57.1ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 88.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2006, Underwater Inspection Date: October 2003, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 25A9, Location: 0.10 MI WEST OF US RT 250 (Lat: 39.480000, Lng: -80.151667), Route carried "on" structure: City street N0510, Year Built: 1940, Status: Posted for load, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 6,000 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 7,400 (year 2026), Features Intersected: BENONI AVE & COAL RUN, Facility Carried by Structure: FOURTH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 5, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Fair, Superstructure: Serious, Substructure: Poor, Channel: Good, Operating Rating: 2.7 metric tons, Inventory Rating: 2.7 metric tons, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 9.91m (32.51ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2008, Bridge Improvement Cost: $1,300,000, Roadway Improvement Cost: $1,000,000, Total Project Cost: $2,300,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 25A901, Location: 0.23 MI NORTH WV RT 310 (Lat: 39.483333, Lng: -80.143333), Route carried "on" structure: City street N0510, Year Built: 1956, Status: Posted for load, Structure Length: 10.61m (34.81ft), Average Daily Traffic: 2,000 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 2,500 (year 2027), Design Load: HS 15, Features Intersected: COAL RUN & ACCESS ROAD, Facility Carried by Structure: EVEREST DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Lanes under structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 28.7m (94.2ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 29.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 11.67m (38.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $1,500,000, Roadway Improvement Cost: $225,000, Total Project Cost: $1,725,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 25A12, Location: 0.20 MI NORTH CO RT 58 (Lat: 39.421667, Lng: -80.198333), Route carried "under" structure: Interstate 7900, Year Built: 1966, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 33,700 (year 2006), Truck Traffic: 18%, Features Intersected: MARION CO RT 73/73, Facility Carried by Structure: MARION CO RT 73/73 Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 211.053, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 86.0m (282.2ft) Find on map >>
Structure Number: 25A143, Location: 1.70 MI NORTH CO RT 64/2 (Lat: 39.473333, Lng: -80.121667), Route carried "under" structure: State highway 31000, Year Built: 1966, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 15,000 (year 2005), Truck Traffic: 6%, Features Intersected: INTERSTATE 79, Facility Carried by Structure: INTERSTATE 79 SB Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 13.049, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 47.9m (157.2ft) Find on map >>
Structure Number: 25A175, Location: 0.08 MI SOUTH US ROUTE 19 (Lat: 39.483333, Lng: -80.146667), Route carried "under" structure: City street , Year Built: 1991, Structure Length: 13.32m (43.70ft), Average Daily Traffic: 200 (year 2006), Truck Traffic: 6%, Features Intersected: US ROUTE 250, Facility Carried by Structure: US ROUTE 250 Minimum Vertical Clearance: 21.64m (71.00ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 133.2m (437.0ft) Find on map >>
Structure Number: 25A189, Location: 0.22 MI NORTH CO RT 19/73 (Lat: 39.478333, Lng: -80.143333), Route carried "under" structure: City street , Year Built: 1979, Structure Length: 33.65m (110.40ft), Average Daily Traffic: 100 (year 2006), Features Intersected: WV ROUTE 310, Facility Carried by Structure: WV ROUTE 310 Minimum Vertical Clearance: 8.12m (26.64ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 336.5m (1,104.0ft) Find on map >>
Structure Number: 25A189, Location: 0.22 MI NORTH CO RT 19/73 (Lat: 39.478333, Lng: -80.143333), Route carried "under" structure: City street , Year Built: 1979, Structure Length: 33.65m (110.40ft), Average Daily Traffic: 2,000 (year 2006), Truck Traffic: 6%, Features Intersected: WV ROUTE 310, Facility Carried by Structure: WV ROUTE 310 Minimum Vertical Clearance: 0.48m (1.57ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 336.5m (1,104.0ft) Find on map >>
Structure Number: 25A196, Location: 0.60 MI WEST MAR CR 72/11 (Lat: 39.506667, Lng: -80.128333), Route carried "under" structure: County highway 7202, Year Built: 1985, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 200 (year 2005), Truck Traffic: 9%, Features Intersected: COAL CONVEYOR, Facility Carried by Structure: COAL CONVEYOR Minimum Vertical Clearance: 5.73m (18.80ft), Kilometerpoint: 0.965, Lanes under structure: 2, Length of Maximum Span: 21.3m (69.9ft) Find on map >>
Structure Number: 25A222, Location: 0.15 MI SOUTH CO RT 72/1 (Lat: 39.493333, Lng: -80.105000), Route carried "under" structure: County highway , Year Built: 1914, Structure Length: 36.58m (120.01ft), Average Daily Traffic: 8,300 (year 2005), Truck Traffic: 9%, Features Intersected: MARION CO RT 73, Facility Carried by Structure: MARION CO RT 73 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes under structure: 1, Length of Maximum Span: 217.9m (714.9ft) Find on map >>
Structure Number: 25A242, Location: 0.09 MI EAST US 19 (Lat: 39.483333, Lng: -80.141667), Route carried "under" structure: City street , Year Built: 1921, Structure Length: 38.04m (124.80ft), Average Daily Traffic: 750 (year 2005), Truck Traffic: 9%, Features Intersected: MARION CO RT 19/73, Facility Carried by Structure: MARION CO 19/73 Minimum Vertical Clearance: 10.66m (34.97ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Arch - Deck, Length of Maximum Span: 380.4m (1,248.0ft) Find on map >>
Structure Number: 25A242, Location: 0.09 MI EAST US 19 (Lat: 39.483333, Lng: -80.141667), Route carried "under" structure: City street , Year Built: 1921, Structure Length: 38.04m (124.80ft), Average Daily Traffic: 1,000 (year 2005), Truck Traffic: 9%, Features Intersected: MARION CO RT 19/73, Facility Carried by Structure: MARION CO 19/73 Minimum Vertical Clearance: 7.06m (23.16ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Arch - Deck, Length of Maximum Span: 380.4m (1,248.0ft) Find on map >>
Structure Number: 25A9, Location: 0.10 MI WEST OF US RT 250 (Lat: 39.480000, Lng: -80.151667), Route carried "under" structure: City street , Year Built: 1940, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 250 (year 2006), Truck Traffic: 9%, Features Intersected: FOURTH STREET, Facility Carried by Structure: FOURTH STREET Minimum Vertical Clearance: 7.46m (24.48ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 76.5m (251.0ft) Find on map >>
Structure Number: 25A901, Location: 0.23 MI NORTH WV RT 310 (Lat: 39.483333, Lng: -80.143333), Route carried "under" structure: Other road , Year Built: 1956, Structure Length: 10.61m (34.81ft), Average Daily Traffic: 10 (year 2007), Features Intersected: EVEREST DRIVE, Facility Carried by Structure: EVEREST DRIVE Minimum Vertical Clearance: 10.92m (35.83ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 106.1m (348.1ft) Discuss this city on our hugely popular West Virginia forum Back to: Fairmont, WV, West Virginia, All US cities.
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