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

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Structure Number: 40A016,  Location: 0.05 MI SOUTH OF CR 19/1 (Lat: 38.524811,  Lng: -81.993419),  Route carried "on" structure: County highway 19,  Year Built: 1950,  Status: Open,  Structure Length: 5.29m (17.36ft),  Average Daily Traffic: 900 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,215 (year 2039),  Design Load: HS 15,  Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.744,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  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: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Poor,  Superstructure: Serious,  Substructure: Poor,  Channel: Fair,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.29m (17.36ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Other Special Inspection Date: September 2021,  Bridge Improvement Cost: $1,400,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $1,500,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 40A06,  Location: 1.32 MI N OF CR 35/13 (Lat: 38.546219,  Lng: -81.952339),  Route carried "on" structure: State highway 62,  Year Built: 1988,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 8,613 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,268 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.660,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  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: 17.4m (57.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2018,  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: 40A093,  Location: 0.47 MI N OF WV 34 (Lat: 38.522769,  Lng: -81.918189),  Route carried "on" structure: State highway 817,  Year Built: 1995,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 2,297 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,101 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: LITTLE HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.602,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  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: 40A094,  Location: 1.05 MI N OF CR 32 (Lat: 38.536831,  Lng: -81.948589),  Route carried "on" structure: State highway 817,  Year Built: 1995,  Status: Open,  Structure Length: 7.12m (23.36ft),  Average Daily Traffic: 1,400 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,722 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.788,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.0m (88.6ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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: Equal to 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  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: 40A12,  Location: 0.44 MI E OF WV 62 (Lat: 38.563039,  Lng: -81.957469),  Route carried "on" structure: County highway 26,  Year Built: 1998,  Status: Open,  Structure Length: 1.57m (5.15ft),  Average Daily Traffic: 800 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,072 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: LITTLE BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.708,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 6.5m (21.3ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 40A137,  Location: 0.02 MILE N OF CR 19 (Lat: 38.518861,  Lng: -81.994889),  Route carried "on" structure: County highway 191,  Year Built: 2001,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 10 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 14 (year 2040),  Features Intersected: HURRICANE CREEK,  Facility Carried by Structure: COUNTY RT 19/1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 3.4m (11.2ft),  Out-to-Out Width: 3.6m (11.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.81m (12.50ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 6 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Other Special Inspection Date: October 2021,  Bridge Improvement Cost: $650,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $800,000 ( Estimate for 2021),  Deck Structure Type: Steel plate,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 40A138,  Location: 0.02 SOUTH OF CR 35/3 (Lat: 38.565081,  Lng: -81.968769),  Route carried "on" structure: State highway 62,  Year Built: 2000,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 2,700 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,321 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: LITTLE BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.186,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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 2021,  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: 40A155,  Location: 0.44 MILE S OF CR 19 (Lat: 38.545869,  Lng: -81.973350),  Route carried "on" structure: US 35,  Year Built: 2009,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 6,850 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 9,248 (year 2040),  Design Load: HL 93,  Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.987,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 55.2m (181.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  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: 40A156,  Location: 0.44 MI S OF CR 19 (Lat: 38.545689,  Lng: -81.973450),  Route carried "on" structure: US 35,  Year Built: 2009,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 6,850 (year 2019),  Truck Traffic: 27%,  Average Future Daily Traffic: 9,248 (year 2039),  Design Load: HL 93,  Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.987,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 55.2m (181.1ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  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: 40A901,  Location: 0.15 MI N OF CR 35/13 (Lat: 38.541000,  Lng: -81.930319),  Route carried "on" structure: Other road N0467,  Year Built: 1980,  Status: Open,  Structure Length: 1.96m (6.43ft),  Average Daily Traffic: 50 (year 2021),  Average Future Daily Traffic: 65 (year 2041),  Features Intersected: BUFFALO CREEK,  Facility Carried by Structure: PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 1,  Owner: Local Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 4.4m (14.4ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Serious,  Channel: Fair,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.96m (6.43ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2021,  Other Special Inspection Date: Febuary 2021,  Bridge Improvement Cost: $450,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $500,000 ( Estimate for 2021),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete