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Bridge Statistics for Burnsville, West Virginia (WV) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Burnsville, WV, West Virginia, West Virginia forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 21 Total length: 200 meters (656ft) Total costs: $8,755,000 Total average daily traffic: 87,770 Total average daily truck traffic: 16,557 National Bridge Inventory (NBI) Registered Bridges for Burnsville
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 4A016, Location: 0.09 MI E OF CO 5/10 (Lat: 38.860000, Lng: -80.663333), Route carried "on" structure: State highway 500, Year Built: 1973, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 3,000 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 4,920 (year 2026), Design Load: HS 20, Features Intersected: LITTLE KANAWHA RIVER, Facility Carried by Structure: WV 5 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.162, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 14.2m (46.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.61m (21.69ft), Designated Inspection Frequency: Every 48 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2007, Underwater Inspection Date: June 2006, Bridge Improvement Cost: $224,000, Roadway Improvement Cost: $10,000, Total Project Cost: $291,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 4A017, Location: 0.02 MI E I-79 (Lat: 38.858333, Lng: -80.660000), Route carried "on" structure: County highway 511, Year Built: 1973, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 800 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 1,312 (year 2026), Design Load: HS 20, Features Intersected: SALTLICK CREEK, Facility Carried by Structure: COUNTY ROUTE5/11 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 19.3m (63.3ft), Out-to-Out Width: 21.9m (71.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.82m (15.81ft), Designated Inspection Frequency: Every 48 months, Inspection Date: December 2007, Bridge Improvement Cost: $240,000, Roadway Improvement Cost: $10,000, Total Project Cost: $311,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 4A018, Location: 0.04 MI W CO 5/10 (Lat: 38.856667, Lng: -80.656667), Route carried "on" structure: County highway 511, Year Built: 1972, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 800 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 888 (year 2026), Design Load: HS 20+Mod, Features Intersected: LITTLE KANAWHA RIVER, Facility Carried by Structure: COUNTY ROUTE 5/11 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.579, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, 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: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 14.4m (47.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 48 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2007, Underwater Inspection Date: June 2005, Bridge Improvement Cost: $28,000, Roadway Improvement Cost: $15,000, Total Project Cost: $51,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 4A125, Location: 11.86 MI N US 19 (Lat: 38.858333, Lng: -80.660000), Route carried "on" structure: Interstate 7900, Year Built: 1973, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 11,650 (year 2006), Truck Traffic: 20%, Average Future Daily Traffic: 22,601 (year 2026), Design Load: HS 20+Mod, Features Intersected: COUNTY ROUTE 5/11, Facility Carried by Structure: I-79 N Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 126.886, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.6m (44.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.69m (15.39ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2007, Other Special Inspection Date: October 2007, Bridge Improvement Cost: $322,000, Roadway Improvement Cost: $10,000, Total Project Cost: $538,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 4A127, Location: 0.22 MI N CO 5/11 (Lat: 38.860000, Lng: -80.656667), Route carried "on" structure: Interstate 7900, Year Built: 1973, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 11,250 (year 2006), Truck Traffic: 20%, Average Future Daily Traffic: 21,825 (year 2026), Design Load: HS 20+Mod, Features Intersected: MAIN STREET A&O RAILROAD, Facility Carried by Structure: I-79 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 127.240, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 2 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: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.9m (62.0ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.98m (22.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $658,000, Roadway Improvement Cost: $10,000, Total Project Cost: $959,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 4A128, Location: 0.20 MI N OF CO 5/11 (Lat: 38.861667, Lng: -80.656667), Route carried "on" structure: Interstate 7900, Year Built: 1973, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 11,250 (year 2006), Truck Traffic: 20%, Average Future Daily Traffic: 21,825 (year 2026), Design Load: HS 20+Mod, Features Intersected: MAIN STREET A&O RAILROAD, Facility Carried by Structure: I-79 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 127.240, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.9m (45.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.34m (20.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $443,000, Roadway Improvement Cost: $10,000, Total Project Cost: $689,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 4A129, Location: 0.33 MI N OF CO 5/11 SLS (Lat: 38.861667, Lng: -80.655000), Route carried "on" structure: Interstate 7900, Year Built: 1973, Status: Open, Structure Length: 23.32m (76.51ft), Average Daily Traffic: 11,250 (year 2006), Truck Traffic: 20%, Average Future Daily Traffic: 21,825 (year 2026), Design Load: HS 20+Mod, Features Intersected: CO 5/10 & LITTLE KANAWHA, Facility Carried by Structure: INTERSTATE 79 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 127.304, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 13, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 15.5m (50.9ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 23.32m (76.51ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2007, Underwater Inspection Date: May 2007, Bridge Improvement Cost: $1,660,000, Roadway Improvement Cost: $10,000, Total Project Cost: $2,211,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 4A13, Location: 0.33 MI N OF CO 5/11 SLS (Lat: 38.861667, Lng: -80.655000), Route carried "on" structure: Interstate 7900, Year Built: 1973, Status: Open, Structure Length: 24.29m (79.69ft), Average Daily Traffic: 11,250 (year 2006), Truck Traffic: 20%, Average Future Daily Traffic: 21,825 (year 2026), Design Load: HS 20+Mod, Features Intersected: CO 5/10 & LITTLE KANAWHA, Facility Carried by Structure: INTERSTATE 79 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 127.304, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 14, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.6m (44.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 24.29m (79.69ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2007, Underwater Inspection Date: May 2007, Bridge Improvement Cost: $1,495,000, Roadway Improvement Cost: $10,000, Total Project Cost: $2,005,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 4A131, Location: 0.58 MI N OF CO 5/11 (Lat: 38.865000, Lng: -80.650000), Route carried "on" structure: Interstate 7900, Year Built: 1973, Status: Open, Structure Length: 11.67m (38.29ft), Average Daily Traffic: 11,250 (year 2006), Truck Traffic: 20%, Average Future Daily Traffic: 21,825 (year 2026), Design Load: HS 20+Mod, Features Intersected: CO1,OIL CREEK,CSX RR, Facility Carried by Structure: I-79 NBL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 128.012, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 3, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.6m (44.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 51.3 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: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.67m (38.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $350,000, Roadway Improvement Cost: $10,000, Total Project Cost: $448,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 4A132, Location: 0.58 MI N CO 5/11 SLS (Lat: 38.863333, Lng: -80.650000), Route carried "on" structure: Interstate 7900, Year Built: 1973, Status: Open, Structure Length: 11.64m (38.19ft), Average Daily Traffic: 11,250 (year 2006), Truck Traffic: 20%, Average Future Daily Traffic: 21,825 (year 2026), Design Load: HS 20+Mod, Features Intersected: OIL CK,CSX RR, CO 1 SLS, Facility Carried by Structure: I-79 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 128.012, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 3, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.6m (44.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 50.4 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: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.64m (38.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $349,000, Roadway Improvement Cost: $10,000, Total Project Cost: $447,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 4A133, Location: 0.02 MI S OF CO 1 (Lat: 38.863333, Lng: -80.648333), Route carried "on" structure: County highway 107, Year Built: 1973, Status: Posted for load, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 50 (year 2006), Average Future Daily Traffic: 61 (year 2026), Design Load: H 10, Features Intersected: OIL CREEK, Facility Carried by Structure: CO 1/7 SLS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.8m (22.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 34.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.59m (8.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $256,000, Roadway Improvement Cost: $100,000, Total Project Cost: $495,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber Find on map >>
Structure Number: 4A173, Location: 0.80 MI S OF CO 5/11 (Lat: 38.851667, Lng: -80.653333), Route carried "on" structure: County highway 3504, Year Built: 1970, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 20 (year 2006), Average Future Daily Traffic: 24 (year 2026), Features Intersected: BROWNS RUN, Facility Carried by Structure: COUNTY ROUTE 35/4 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft) Condition: Channel: Fair, Culverts: Fair, Operating Rating: 71.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $160,000, Roadway Improvement Cost: $150,000, Total Project Cost: $310,000 ( Estimate for 2007) Find on map >>
Structure Number: 4A903, Location: 0.02 MI N OF CO 5/11 (Lat: 38.856667, Lng: -80.658333), Route carried "on" structure: City street N0215, Year Built: 1988, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 150 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 183 (year 2026), Design Load: HS 25, Features Intersected: SALTLICK CREEK, Facility Carried by Structure: CHURCH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 7.4m (24.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Other, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 4A125, Location: 11.86 MI N US 19 (Lat: 38.858333, Lng: -80.660000), Route carried "under" structure: County highway 511, Year Built: 1973, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 800 (year 2006), Truck Traffic: 10%, Features Intersected: I-79, Facility Carried by Structure: I-79 N Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.161, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.6m (152.9ft) Find on map >>
Structure Number: 4A127, Location: 0.22 MI N CO 5/11 (Lat: 38.860000, Lng: -80.656667), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 50 (year 2006), Features Intersected: I-79, Facility Carried by Structure: I-79 Minimum Vertical Clearance: 7.16m (23.49ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 69.5m (228.0ft) Find on map >>
Structure Number: 4A128, Location: 0.20 MI N OF CO 5/11 (Lat: 38.861667, Lng: -80.656667), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 50 (year 2006), Features Intersected: I-79, Facility Carried by Structure: I-79 Minimum Vertical Clearance: 7.16m (23.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 63.1m (207.0ft) Find on map >>
Structure Number: 4A129, Location: 0.33 MI N OF CO 5/11 SLS (Lat: 38.861667, Lng: -80.655000), Route carried "under" structure: County highway 510, Year Built: 1973, Structure Length: 23.32m (76.51ft), Average Daily Traffic: 800 (year 2003), Truck Traffic: 10%, Features Intersected: INTERSTATE RT I-79 X, Facility Carried by Structure: INTERSTATE 79 Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 0.805, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 233.2m (765.1ft) Find on map >>
Structure Number: 4A13, Location: 0.33 MI N OF CO 5/11 SLS (Lat: 38.861667, Lng: -80.655000), Route carried "under" structure: County highway 510, Year Built: 1973, Structure Length: 24.29m (79.69ft), Average Daily Traffic: 800 (year 2003), Truck Traffic: 10%, Features Intersected: INTERSTATE RT I-79 X, Facility Carried by Structure: INTERSTATE 79 Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 1.078, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 242.9m (796.9ft) Find on map >>
Structure Number: 4A131, Location: 0.58 MI N OF CO 5/11 (Lat: 38.865000, Lng: -80.650000), Route carried "under" structure: County highway 100, Year Built: 1973, Structure Length: 11.67m (38.29ft), Average Daily Traffic: 600 (year 2006), Truck Traffic: 10%, Features Intersected: I-79, Facility Carried by Structure: I-79 NBL Minimum Vertical Clearance: 12.92m (42.39ft), Kilometerpoint: 0.483, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 116.7m (382.9ft) Find on map >>
Structure Number: 4A132, Location: 0.58 MI N CO 5/11 SLS (Lat: 38.863333, Lng: -80.650000), Route carried "under" structure: County highway 100, Year Built: 1973, Structure Length: 11.64m (38.19ft), Average Daily Traffic: 600 (year 2006), Truck Traffic: 10%, Features Intersected: I-79, Facility Carried by Structure: I-79 Minimum Vertical Clearance: 12.62m (41.40ft), Kilometerpoint: 0.499, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 116.4m (381.9ft) Find on map >>
Structure Number: 4A154, Location: 0.08 MI S OF WV 4 (Lat: 38.676667, Lng: -80.771667), Route carried "under" structure: County highway 427, Year Built: 1905, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 100 (year 2006), Features Intersected: RAILROAD, Facility Carried by Structure: RAILROAD Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 1.802, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 21.9m (71.9ft) Discuss this city on our hugely popular West Virginia forum Back to: Burnsville, WV, West Virginia, All US cities.
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