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

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Structure Number: 50A136,  Location: 0.10 MI EAST OF CR 3 (Lat: 38.391667,  Lng: -82.555000),  Route carried "on" structure: County highway 6004,  Year Built: 1976,  Status: Open,  Structure Length: 9.36m (30.71ft),  Average Daily Traffic: 2,000 (year 2001),  Truck Traffic: 11%,  Average Future Daily Traffic: 3,080 (year 2021),  Design Load: HS 20,  Features Intersected: TWELVEPOLE CREEK,  Facility Carried by Structure: CR 60/4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 36.3m (119.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 37.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2006,  Underwater Inspection Date: September 2001,  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: 50A14,  Location: 0.29 MI EAST OF US 52 (Lat: 38.390000,  Lng: -82.566667),  Route carried "on" structure: Interstate 6400,  Year Built: 1962,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 16,000 (year 2006),  Truck Traffic: 20%,  Average Future Daily Traffic: 34,400 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: COUNTY ROUTE 2,  Facility Carried by Structure: I 64 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.816,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 43.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.24m (17.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $280,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $415,000 ( Estimate for 2005),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 50A141,  Location: 0.57 MI WEST OF WV 75 (Lat: 38.390000,  Lng: -82.560000),  Route carried "on" structure: Interstate 6400,  Year Built: 1962,  Status: Open,  Structure Length: 36.70m (120.41ft),  Average Daily Traffic: 16,000 (year 2006),  Truck Traffic: 21%,  Average Future Daily Traffic: 24,640 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: TWELVEPOLE CK CR 2/2,3,5,  Facility Carried by Structure: I 64 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.266,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 10,  Length of Maximum Span: 48.8m (160.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Poor,  Superstructure: Serious,  Substructure: Fair,  Channel: Good,  Operating Rating: 38.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 36.70m (120.41ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: March 2007,  Critical Feature Inspection Date: March 2007,  Bridge Improvement Cost: $16,000,000,  Roadway Improvement Cost: $734,000,  Total Project Cost: $17,138,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 50A157,  Location: 0.29 MI EAST OF US 52 (Lat: 38.390000,  Lng: -82.566667),  Route carried "on" structure: Interstate 6400,  Year Built: 1962,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 16,000 (year 2006),  Truck Traffic: 20%,  Average Future Daily Traffic: 34,000 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: COUNTY ROUTE 2,  Facility Carried by Structure: I 64 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.816,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.6 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: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $220,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $402,000 ( Estimate for 2005),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 50A158,  Location: 0.57 MI WEST OF WV 75 (Lat: 38.390000,  Lng: -82.560000),  Route carried "on" structure: Interstate 6400,  Year Built: 1962,  Status: Open,  Structure Length: 36.70m (120.41ft),  Average Daily Traffic: 16,000 (year 2006),  Truck Traffic: 20%,  Average Future Daily Traffic: 24,640 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: TWELVEPOLE CK CR 2/2 3,5,  Facility Carried by Structure: I 64 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.266,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 10,  Length of Maximum Span: 48.8m (160.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Poor,  Superstructure: Serious,  Substructure: Poor,  Channel: Good,  Operating Rating: 38.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 36.70m (120.41ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: March 2007,  Critical Feature Inspection Date: March 2007,  Bridge Improvement Cost: $16,000,000,  Roadway Improvement Cost: $734,000,  Total Project Cost: $17,138,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 50A14,  Location: 0.29 MI EAST OF US 52 (Lat: 38.390000,  Lng: -82.566667),  Route carried "under" structure: County highway 200,  Year Built: 1962,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 350 (year 2004),  Truck Traffic: 11%,  Features Intersected: INTERSTATE 64,  Facility Carried by Structure: I 64 EB
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 3.797,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 52.1m (170.9ft)

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Structure Number: 50A141,  Location: 0.57 MI WEST OF WV 75 (Lat: 38.390000,  Lng: -82.560000),  Route carried "under" structure: County highway 500,  Year Built: 1962,  Structure Length: 36.70m (120.41ft),  Average Daily Traffic: 600 (year 1998),  Truck Traffic: 11%,  Features Intersected: INTERSTATE 64 EBL,  Facility Carried by Structure: I 64 EB
Minimum Vertical Clearance: 8.66m (28.41ft),  Kilometerpoint: 0.468,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 367.0m (1,204.1ft)

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Structure Number: 50A141,  Location: 0.57 MI WEST OF WV 75 (Lat: 38.390000,  Lng: -82.560000),  Route carried "under" structure: County highway 202,  Year Built: 1962,  Structure Length: 36.70m (120.41ft),  Average Daily Traffic: 60 (year 1998),  Features Intersected: INTERSTATE 64 EBL,  Facility Carried by Structure: I 64 EB
Minimum Vertical Clearance: 7.82m (25.66ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 367.0m (1,204.1ft)

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Structure Number: 50A141,  Location: 0.57 MI WEST OF WV 75 (Lat: 38.390000,  Lng: -82.560000),  Route carried "under" structure: County highway 300,  Year Built: 1962,  Structure Length: 36.70m (120.41ft),  Average Daily Traffic: 5,500 (year 1998),  Truck Traffic: 11%,  Features Intersected: INTERSTATE 64 EBL,  Facility Carried by Structure: I 64 EB
Minimum Vertical Clearance: 12.19m (39.99ft),  Kilometerpoint: 6.066,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 367.0m (1,204.1ft)

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Structure Number: 50A157,  Location: 0.29 MI EAST OF US 52 (Lat: 38.390000,  Lng: -82.566667),  Route carried "under" structure: County highway 200,  Year Built: 1962,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 350 (year 2004),  Truck Traffic: 11%,  Features Intersected: INTERSTATE 64,  Facility Carried by Structure: I 64 WB
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 3.797,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.3m (128.9ft)

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Structure Number: 50A158,  Location: 0.57 MI WEST OF WV 75 (Lat: 38.390000,  Lng: -82.560000),  Route carried "under" structure: County highway 202,  Year Built: 1962,  Structure Length: 36.70m (120.41ft),  Average Daily Traffic: 600 (year 1998),  Truck Traffic: 11%,  Features Intersected: INTERSTATE 64 WBL,  Facility Carried by Structure: I 64 WB
Minimum Vertical Clearance: 0.79m (2.59ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 367.0m (1,204.1ft)

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Structure Number: 50A158,  Location: 0.57 MI WEST OF WV 75 (Lat: 38.390000,  Lng: -82.560000),  Route carried "under" structure: County highway 300,  Year Built: 1962,  Structure Length: 36.70m (120.41ft),  Average Daily Traffic: 60 (year 1998),  Features Intersected: INTERSTATE 64 WBL,  Facility Carried by Structure: I 64 WB
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 0.607,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 367.0m (1,204.1ft)

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Structure Number: 50A158,  Location: 0.57 MI WEST OF WV 75 (Lat: 38.390000,  Lng: -82.560000),  Route carried "under" structure: County highway 500,  Year Built: 1962,  Structure Length: 36.70m (120.41ft),  Average Daily Traffic: 5,500 (year 1998),  Truck Traffic: 11%,  Features Intersected: INTERSTATE 64 WBL,  Facility Carried by Structure: I 64 WB
Minimum Vertical Clearance: 7.92m (25.98ft),  Kilometerpoint: 0.468,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 367.0m (1,204.1ft)