Bridge Statistics for Weirton, West Virginia (WV) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 5A001, Location: 0.12 MI SOUTH JCT US 22 (Lat: 4.042572, Lng: -80.568519), Route carried "on" structure: County highway 100, Year Built: 1971, Status: Open, Structure Length: 12.93m (42.42ft), Average Daily Traffic: 6,800 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 10,132 (year 2028), Design Load: HS 20, Features Intersected: HARMON CK & PANHANDLE TR, Facility Carried by Structure: COUNTY ROUTE 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 4 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: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 12.92m (42.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Bridge Improvement Cost: $918,000, Roadway Improvement Cost: $10,000, Total Project Cost: $928,000 ( Estimate for 2009), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 5A041, Location: 0.02 MI NORTH US 22 (Lat: 4.043219, Lng: -80.526581), Route carried "on" structure: State highway 10500, Year Built: 1966, Status: Open, Structure Length: 6.62m (21.72ft), Average Daily Traffic: 8,200 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 10,004 (year 2028), Design Load: HS 20, Features Intersected: WV ROUTE 105, Facility Carried by Structure: WEST VIRGINIA 105
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 17.9m (58.7ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Serious, Superstructure: Fair, Substructure: Poor, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.71m (22.01ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 11, Other Special Inspection Date: March 10, Bridge Improvement Cost: $1,144,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,638,000 ( Estimate for 2010), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5A052, Location: 0.01 MILE WEST JCT WV 2 (Lat: 4.040178, Lng: -80.605161), Route carried "on" structure: Ramp US 2200, Year Built: 1984, Status: Open, Structure Length: 12.97m (42.55ft), Average Daily Traffic: 2,100 (year 2008), Truck Traffic: 11%, Average Future Daily Traffic: 3,192 (year 2028), Design Load: HS 20, Features Intersected: RAILROAD, Facility Carried by Structure: RAMP A FROM US 22
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.788, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 9 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: 38.3m (125.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 83.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 12.98m (42.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Bridge Improvement Cost: $358,000, Total Project Cost: $358,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5A054, Location: 0.09 MILE WEST JCT WV 2 (Lat: 4.040397, Lng: -80.605150), Route carried "on" structure: US 2200, Year Built: 1984, Status: Open, Structure Length: 18.11m (59.42ft), Average Daily Traffic: 30,000 (year 2008), Truck Traffic: 11%, Average Future Daily Traffic: 45,600 (year 2028), Design Load: HS 20, Features Intersected: US ROUTE 22, Facility Carried by Structure: US ROUTE 22
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 0.708, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Skew: 36 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: 65.5m (214.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 23.0m (75.5ft), Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.11m (59.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 10, Bridge Improvement Cost: $1,408,000, Total Project Cost: $1,408,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5A055, Location: 0.01 MI WEST JCT WV 2 (Lat: 4.040408, Lng: -80.605019), Route carried "on" structure: Ramp US 2200, Year Built: 1984, Status: Open, Structure Length: 15.19m (49.84ft), Average Daily Traffic: 2,100 (year 2008), Truck Traffic: 11%, Average Future Daily Traffic: 2,562 (year 2028), Design Load: HS 20, Features Intersected: US 22 RAMP B, Facility Carried by Structure: RAMP B TO US 22 WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.949, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 9 degrees, 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: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 72.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 15.21m (49.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Bridge Improvement Cost: $419,000, Total Project Cost: $419,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5A056, Location: 0.16 MI NORTH OF US 22 (Lat: 4.042158, Lng: -80.595669), Route carried "on" structure: Ramp State highway 200, Year Built: 1988, Status: Open, Structure Length: 16.23m (53.25ft), Average Daily Traffic: 5,800 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 8,642 (year 2025), Design Load: HS 25, Features Intersected: MITTAL STEEL & RAILROAD, Facility Carried by Structure: W.VA. ROUTE 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 9 degrees, 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: 41.1m (134.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.22m (53.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Bridge Improvement Cost: $495,000, Total Project Cost: $495,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5A057, Location: 0.01 MI S. OF CR 507 (Lat: 4.042400, Lng: -80.594711), Route carried "on" structure: Ramp State highway 200, Year Built: 1988, Status: Open, Structure Length: 4.84m (15.88ft), Average Daily Traffic: 8,500 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 12,920 (year 2025), Design Load: HS 25, Features Intersected: HARMON CREEK, Facility Carried by Structure: WV 2 SOUTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 5 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: 18.4m (60.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.85m (15.91ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 10, Bridge Improvement Cost: $148,000, Total Project Cost: $148,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5A058, Location: 0.01 MI. E. JCT WV 2 (Lat: 4.042433, Lng: -80.594000), Route carried "on" structure: County highway 217, Year Built: 1988, Status: Open, Structure Length: 2.20m (7.22ft), Average Daily Traffic: 20 (year 2005), Average Future Daily Traffic: 30 (year 2025), Design Load: HS 25, Features Intersected: HARMON CREEK, Facility Carried by Structure: CO RT 2/17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2008, Bridge Improvement Cost: $50,000, Total Project Cost: $50,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5A059, Location: 0.05 MI. SO. JCT CR 2/17 (Lat: 4.042408, Lng: -80.594469), Route carried "on" structure: State highway 200, Year Built: 1988, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 16,700 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 25,384 (year 2028), Design Load: HS 25, Features Intersected: HARMON CREEK, Facility Carried by Structure: WV 2 RAMP E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.130, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 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: 15.9m (52.2ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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, Length Of Structure Improvement: 4.21m (13.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 10, Bridge Improvement Cost: $178,000, Total Project Cost: $178,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5A06, Location: At Ohio State Line (Lat: 4.021036, Lng: -80.225000), Route carried "on" structure: US 22, Year Built: 1990, Status: Open, Structure Length: 59.88m (196.46ft), Average Daily Traffic: 30,000 (year 2008), Truck Traffic: 11%, Average Future Daily Traffic: 45,600 (year 2028), Design Load: HS 20, Features Intersected: US Route 22
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.016, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.0m (95.1ft), Skew: 30 degrees, Navigation Control: Yes ( Vertical Clearance: 21.0m (68.9ft), Horizontal Clearance: 243.8m (799.9ft)), Material/Design: Steel continuous, Design/Construction: Stayed Girder, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 249.9m (819.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 24.7m (81.0ft), Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 60.11m (197.21ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 11, Critical Feature Inspection Date: October 11, Underwater Inspection Date: September 10, Other Special Inspection Date: October 11, Bridge Improvement Cost: $9,957,000, Roadway Improvement Cost: $8,000,000, Total Project Cost: $17,957,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5A064, Location: 2.11 MI. E. OHIO ST LINE (Lat: 4.042178, Lng: -80.594400), Route carried "on" structure: State highway 200, Year Built: 1993, Status: Open, Structure Length: 21.92m (71.92ft), Average Daily Traffic: 7,300 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 11,096 (year 2028), Design Load: HS 25, Features Intersected: US 22 RAMP G, Facility Carried by Structure: WV 2 N RAMP E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.857, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 7, Length of Maximum Span: 39.6m (129.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 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, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 21.92m (71.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Bridge Improvement Cost: $733,000, Total Project Cost: $733,000 ( Estimate for 2009), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5A065, Location: 0.06 MI WEST JCT WV 2 (Lat: 4.042158, Lng: -80.596181), Route carried "on" structure: Ramp US 2200, Year Built: 1993, Status: Open, Structure Length: 16.48m (54.07ft), Average Daily Traffic: 2,100 (year 2011), Truck Traffic: 11%, Average Future Daily Traffic: 3,192 (year 2031), Design Load: HS 25, Features Intersected: RAMP G (US 22), Facility Carried by Structure: US 22 RAMP
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 1.818, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 39 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 31.2m (102.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 16.46m (54.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Bridge Improvement Cost: $240,000, Total Project Cost: $240,000 ( Estimate for 2009), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5A066, Location: 0.17 MI EAST JCT WV 2 (Lat: 4.042250, Lng: -80.593981), Route carried "on" structure: Ramp US 2200, Year Built: 1993, Status: Open, Structure Length: 9.09m (29.82ft), Average Daily Traffic: 2,061 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 4,472 (year 2031), Design Load: HS 25, Features Intersected: NS, ARCELOR-MITTAL RR, Facility Carried by Structure: EXIT #2 WB (US 22)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.188, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 9 degrees, 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: 21.7m (71.2ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 15.18m (49.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Bridge Improvement Cost: $224,000, Total Project Cost: $224,000 ( Estimate for 2009), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5A067, Location: 0.15 mi. West jct CR 1 (Lat: 4.042794, Lng: -80.568400), Route carried "on" structure: US 22, Year Built: 1993, Status: Open, Structure Length: 23.76m (77.95ft), Average Daily Traffic: 30,000 (year 2008), Truck Traffic: 11%, Average Future Daily Traffic: 45,600 (year 2028), Design Load: HS 25, Features Intersected: US 22
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.859, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 32 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 2, Length of Maximum Span: 36.9m (121.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 25.8m (84.6ft), Out-to-Out Width: 27.6m (90.6ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 23.77m (77.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 11, Bridge Improvement Cost: $1,315,000, Total Project Cost: $1,315,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5A069, Location: 0.01 mi. West jct CR 1 (Lat: 4.023089, Lng: -80.203800), Route carried "on" structure: Ramp US 22, Year Built: 1993, Status: Open, Structure Length: 15.40m (50.52ft), Average Daily Traffic: 1,300 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 1,755 (year 2026), Design Load: HS 25, Features Intersected: Ramp D (US22)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.811, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 42.1m (138.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 15.39m (50.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 11, Bridge Improvement Cost: $231,000, Total Project Cost: $231,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5A07, Location: 0.09 mi. West jct CR 1 (Lat: 4.023089, Lng: -80.203800), Route carried "on" structure: Ramp US 22, Year Built: 1993, Status: Open, Structure Length: 13.70m (44.95ft), Average Daily Traffic: 1,500 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 2,480 (year 2026), Design Load: HS 25, Features Intersected: RAMP C(US 22)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.875, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 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: 41.1m (134.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Waterway Adequacy: Equal 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: November 11, Bridge Improvement Cost: $277,000, Total Project Cost: $277,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5A082, Location: 0.02 mi. North jct US22 (Lat: 4.043072, Lng: -80.549019), Route carried "on" structure: County highway 1300, Year Built: 2007, Status: Open, Structure Length: 6.81m (22.34ft), Average Daily Traffic: 10,000 (year 2008), Truck Traffic: 3%, Average Future Daily Traffic: 14,900 (year 2028), Design Load: HS 25, Features Intersected: US Route 22, Facility Carried by Structure: County Route 13
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 5, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 37.9m (124.3ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 15A031, Location: 0.38 MI S JCT WV 105 (Lat: 4.045989, Lng: -80.588489), Route carried "on" structure: State highway 200, Year Built: 1966, Year Reconstructed: 1998, Status: Open, Structure Length: 43.55m (142.88ft), Average Daily Traffic: 11,600 (year 2008), Truck Traffic: 6%, Average Future Daily Traffic: 14,152 (year 2028), Design Load: HS 20, Features Intersected: MITTAL STEEL PLANT, Facility Carried by Structure: W VA. RT 2(X)
Minimum Vertical Clearance: 6.81m (22.34ft), Kilometerpoint: 1.786, Lanes on structure: 4, Base Highway Network: Yes, Owner: Railroad, Approaching Roadway Width: 24.4m (80.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 19, Length of Maximum Span: 24.0m (78.7ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 43.56m (142.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 10, Bridge Improvement Cost: $1,300,000, Roadway Improvement Cost: $20,000, Total Project Cost: $1,320,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 15A041, Location: 0.45 MI S OF WV 105 (Lat: 4.045872, Lng: -80.588461), Route carried "on" structure: State highway 200, Year Built: 1998, Status: Open, Structure Length: 11.15m (36.58ft), Average Daily Traffic: 11,600 (year 2008), Truck Traffic: 6%, Average Future Daily Traffic: 18,676 (year 2028), Design Load: HS 25, Features Intersected: MITTAL STEEL RR & YARD, Facility Carried by Structure: WV 2
Minimum Vertical Clearance: 7.42m (24.34ft), Kilometerpoint: 1.673, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 29.6m (97.1ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 11.00m (36.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 10, Bridge Improvement Cost: $549,000, Roadway Improvement Cost: $50,000, Total Project Cost: $599,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 15A043, Location: 0.06 mi. South jct. CR11 (Lat: 4.048367, Lng: -80.536769), Route carried "on" structure: County highway 1500, Year Built: 2001, Status: Open, Structure Length: 2.24m (7.35ft), Average Daily Traffic: 2,900 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 4,060 (year 2028), Design Load: HS 25, Features Intersected: Kings Creek, Facility Carried by Structure: County Route 15
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.121, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 48 months, Inspection Date: November 11, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 15A045, Location: 0.25 M WEST CR 11/1 (Lat: 4.050508, Lng: -80.562731), Route carried "on" structure: County highway 1100, Year Built: 2007, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 1,300 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 1,820 (year 2028), Design Load: HS 25, Features Intersected: KINGS CREEK, Facility Carried by Structure: COUNTY ROUTE 11
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.779, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 15A997, Location: 0.10 MILE EAST OF WV2 (Lat: 4.044839, Lng: -80.585861), Route carried "on" structure: City street N1635, Year Built: 1927, Year Reconstructed: 1968, Status: Posted for load, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 500 (year 2011), Truck Traffic: 8%, Average Future Daily Traffic: 700 (year 2031), Features Intersected: CITY STREET LEE AVENUE, Facility Carried by Structure: LEE AVENUE CITY ST
Minimum Vertical Clearance: 6.71m (22.01ft), Kilometerpoint: 0.016, Lanes on structure: 2, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 14, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.0m (3.3ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Serious, Superstructure: Serious, Substructure: Fair, Operating Rating: 9.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 8.38m (27.49ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: July 11, Critical Feature Inspection Date: July 11, Bridge Improvement Cost: $629,000, Roadway Improvement Cost: $566,000, Total Project Cost: $1,408,000 ( Estimate for 2010), Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous