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

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Structure Number: 18A006,  Location: 0.08 MI. S. OF CR. 2/19 (Lat: 38.946331,  Lng: -81.760200),  Route carried "on" structure: State highway 68,  Year Built: 1954,  Status: Posted for load,  Structure Length: 10.48m (34.38ft),  Average Daily Traffic: 7,500 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 8,100 (year 2039),  Design Load: HS 15,  Features Intersected: SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.708,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 10.49m (34.42ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2021,  Underwater Inspection Date: August 2021,  Bridge Improvement Cost: $462,000,  Roadway Improvement Cost: $83,000,  Total Project Cost: $545,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 18A007,  Location: 0.07 MI.S.OF CR.8 (Lat: 38.990911,  Lng: -81.761931),  Route carried "on" structure: State highway 68,  Year Built: 1948,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 8.73m (28.64ft),  Average Daily Traffic: 3,200 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,000 (year 2038),  Design Load: HS 20,  Features Intersected: LITTLE SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.357,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Poor,  Channel: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.75m (28.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $3,500,000,  Roadway Improvement Cost: $1,000,000,  Total Project Cost: $4,500,000,  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: 18A009,  Location: 1.10 MI W OF CR 3/6 (Lat: 38.946989,  Lng: -81.703300),  Route carried "on" structure: County highway 3,  Year Built: 1966,  Status: Open,  Structure Length: 5.78m (18.96ft),  Average Daily Traffic: 750 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 893 (year 2038),  Design Load: HS 20,  Features Intersected: I 77
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.058,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 17.5m (57.4ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.79m (19.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $120,000,  Total Project Cost: $120,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 18A01,  Location: 0.07 MI. W. OF CR.3/2 (Lat: 38.948811,  Lng: -81.688381),  Route carried "on" structure: County highway 3,  Year Built: 1961,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 750 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 893 (year 2038),  Features Intersected: JACKSON RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.715,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 3.4m (11.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.9m (22.6ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 4.7m (15.4ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  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: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $350,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $450,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 18A025,  Location: 0.04 MI.E.OF CR.9 (Lat: 38.991731,  Lng: -81.750511),  Route carried "on" structure: County highway 8,  Year Built: 1990,  Status: Open,  Structure Length: 2.12m (6.96ft),  Average Daily Traffic: 600 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 768 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: LITTLE SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.014,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 67.1 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2019,  Bridge Improvement Cost: $800,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $950,000 ( Estimate for 2015),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 18A026,  Location: 0.27 MI.E.OF CR.9 (Lat: 38.992489,  Lng: -81.746311),  Route carried "on" structure: County highway 8,  Year Built: 1990,  Status: Open,  Structure Length: 2.12m (6.96ft),  Average Daily Traffic: 600 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 768 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: LITTLE SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.384,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 67.1 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2019,  Bridge Improvement Cost: $650,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $800,000 ( Estimate for 2015),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 18A027,  Location: 0.16 MI W CR 10/1 (Lat: 38.991869,  Lng: -81.727750),  Route carried "on" structure: County highway 8,  Year Built: 1990,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 450 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 653 (year 2039),  Design Load: HS 20,  Features Intersected: CLAYLICK RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.396,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Wood or Timber,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 53.5 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.34m (4.40ft),  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: $500,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $650,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 18A028,  Location: 0.10 MI. E. OF CR. 10/4 (Lat: 38.985469,  Lng: -81.710500),  Route carried "on" structure: County highway 8,  Year Built: 1990,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 160 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 200 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: MEATHOUSE FK.,LTL SANDY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.263,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 18A029,  Location: 1.03 MI NORTH OF CR 8 (Lat: 39.003739,  Lng: -81.744369),  Route carried "on" structure: County highway 9,  Year Built: 1992,  Status: Open,  Structure Length: 1.39m (4.56ft),  Average Daily Traffic: 150 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 180 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: ROADFORK RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.658,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 64.4 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: Better than present minimum criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2019,  Bridge Improvement Cost: $500,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $550,000 ( Estimate for 2016),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 18A03,  Location: 0.72 MI SOUTH OF CR 2/7 (Lat: 39.003739,  Lng: -81.737350),  Route carried "on" structure: County highway 9,  Year Built: 1966,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 150 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 179 (year 2038),  Features Intersected: ROADFORK RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.527,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.6m (28.2ft),  Curb-To-Curb Width: 4.2m (13.8ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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 replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Critical Feature Inspection Date: January 2021,  Bridge Improvement Cost: $400,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $450,000,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 18A032,  Location: 0.02 MI. S. OF CR. 10/2 (Lat: 38.999850,  Lng: -81.723531),  Route carried "on" structure: County highway 101,  Year Built: 1977,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 200 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 238 (year 2038),  Design Load: HS 20,  Features Intersected: RT. FK. CLAYLICK RUN,  Facility Carried by Structure: CR. 10/1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.062,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.0m (26.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.6m (18.4ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $300,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $400,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 18A033,  Location: 0.13 MI. S. OF CR. 8 (Lat: 38.983681,  Lng: -81.714839),  Route carried "on" structure: County highway 103,  Year Built: 1977,  Status: Open,  Structure Length: 1.33m (4.36ft),  Average Daily Traffic: 20 (year 2018),  Average Future Daily Traffic: 24 (year 2038),  Design Load: H 20,  Features Intersected: LITTLE SANDY CREEK,  Facility Carried by Structure: CR 10/3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.931,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 5.2m (17.1ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 81.6 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: Somewhat better than minimum adequacy,  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: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $15,000,  Total Project Cost: $15,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 18A057,  Location: 0.22 MI S OF CR 18/3 (Lat: 38.910311,  Lng: -81.771981),  Route carried "on" structure: County highway 18,  Year Built: 1986,  Status: Open,  Structure Length: 1.51m (4.95ft),  Average Daily Traffic: 600 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 756 (year 2038),  Design Load: HS 20,  Features Intersected: CEDAR RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.242,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  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: 13.5m (44.3ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2019,  Bridge Improvement Cost: $500,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $700,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 18A166,  Location: 5.42 MILE NORTH US 33 (Lat: 38.891461,  Lng: -81.737039),  Route carried "on" structure: Interstate 77,  Year Built: 1965,  Status: Open,  Structure Length: 4.43m (14.53ft),  Average Daily Traffic: 9,700 (year 2018),  Truck Traffic: 24%,  Average Future Daily Traffic: 13,289 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: COUNTY ROUTE 11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 230.651,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 12 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: 17.2m (56.4ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 70.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.48m (14.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $300,000,  Total Project Cost: $300,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 18A167,  Location: 5.42 MILES NORTH US 33 (Lat: 38.891239,  Lng: -81.736950),  Route carried "on" structure: Interstate 77,  Year Built: 1965,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 9,700 (year 2018),  Truck Traffic: 23%,  Average Future Daily Traffic: 13,289 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: COUNTY ROUTE 11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 230.651,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  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: 19.5m (64.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.06m (16.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $3,000,000,  Total Project Cost: $3,000,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 18A168,  Location: 6.38 M NORTH OF US 33 (Lat: 38.900919,  Lng: -81.724300),  Route carried "on" structure: Interstate 77,  Year Built: 1966,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 9,700 (year 2018),  Truck Traffic: 19%,  Average Future Daily Traffic: 13,289 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: CR 12
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 232.100,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.15m (16.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $766,000,  Total Project Cost: $766,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 18A169,  Location: 6.38 M NORTH OF US 33 (Lat: 38.901000,  Lng: -81.724519),  Route carried "on" structure: Interstate 77,  Year Built: 1966,  Status: Open,  Structure Length: 5.16m (16.93ft),  Average Daily Traffic: 9,700 (year 2018),  Truck Traffic: 19%,  Average Future Daily Traffic: 13,289 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: CR 12
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 232.100,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.15m (16.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $766,000,  Total Project Cost: $766,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 18A17,  Location: 1.43 MI S OF WV 2 (Lat: 38.904589,  Lng: -81.723639),  Route carried "on" structure: Interstate 77,  Year Built: 1967,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 19,400 (year 2018),  Truck Traffic: 23%,  Average Future Daily Traffic: 26,578 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: CR 11/1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 232.598,  Lanes on structure: 4,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.2m (20.3ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 41.5m (136.2ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $550,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $600,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 18A171,  Location: 0.45 MILE SOUTH OF WV 2 (Lat: 38.918631,  Lng: -81.725531),  Route carried "on" structure: Interstate 77,  Year Built: 1967,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 19,500 (year 2019),  Truck Traffic: 23%,  Average Future Daily Traffic: 27,885 (year 2039),  Design Load: HS 20,  Features Intersected: County Route 33/3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 234.176,  Lanes on structure: 4,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 35 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.2m (20.3ft)

Condition: Culverts: Fair,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Underclear: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,500,000,  Roadway Improvement Cost: $500,000,  Total Project Cost: $2,000,000 ( Estimate for 2015)

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Structure Number: 18A172,  Location: 0.19 MI. S. WV.33 (Lat: 38.921939,  Lng: -81.722469),  Route carried "on" structure: Interstate 77,  Year Built: 1967,  Status: Open,  Structure Length: 9.08m (29.79ft),  Average Daily Traffic: 9,950 (year 2018),  Truck Traffic: 23%,  Average Future Daily Traffic: 13,632 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 234.610,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 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: 28.7m (94.2ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 9.08m (29.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $2,000,000,  Total Project Cost: $2,000,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 18A173,  Location: 0.19 MI S. US 33 (Lat: 38.922119,  Lng: -81.722689),  Route carried "on" structure: Interstate 77,  Year Built: 1967,  Status: Open,  Structure Length: 9.02m (29.59ft),  Average Daily Traffic: 9,700 (year 2018),  Truck Traffic: 23%,  Average Future Daily Traffic: 13,289 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 234.610,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 10 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: 28.7m (94.2ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Poor,  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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.08m (29.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $2,000,000,  Total Project Cost: $2,000,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 18A174,  Location: 8.06 MILE NORTH OF WV 62 (Lat: 38.923511,  Lng: -81.720081),  Route carried "on" structure: Interstate 77,  Year Built: 1967,  Status: Open,  Structure Length: 4.40m (14.44ft),  Average Daily Traffic: 9,700 (year 2018),  Truck Traffic: 23%,  Average Future Daily Traffic: 13,289 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: US 33
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 234.900,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.45m (14.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,200,000,  Total Project Cost: $1,200,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 18A175,  Location: 8.06 MILE NORTH OF WV 62 (Lat: 38.923650,  Lng: -81.720219),  Route carried "on" structure: Interstate 77,  Year Built: 1967,  Status: Open,  Structure Length: 4.40m (14.44ft),  Average Daily Traffic: 9,700 (year 2018),  Truck Traffic: 23%,  Average Future Daily Traffic: 13,289 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: US 33
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 234.900,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.45m (14.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,200,000,  Total Project Cost: $1,200,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 18A183,  Location: 0.30 MI. W OF WV 68 (Lat: 38.937250,  Lng: -81.754400),  Route carried "on" structure: US 33,  Year Built: 1981,  Status: Open,  Structure Length: 82.79m (271.62ft),  Average Daily Traffic: 4,900 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,876 (year 2038),  Design Load: HS 20,  Features Intersected: US 33
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Navigation Control: Yes ( Vertical Clearance: 22.6m (74.1ft), Horizontal Clearance: 271.6m (891.1ft)),  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 9,  Length of Maximum Span: 274.9m (901.9ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  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: 82.72m (271.39ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: August 2021,  Underwater Inspection Date: September 2017,  Bridge Improvement Cost: $2,500,000,  Total Project Cost: $2,500,000 ( Estimate for 2016),  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: 18A19,  Location: 0.18 M EAST OF WV 68 (Lat: 38.937011,  Lng: -81.749961),  Route carried "on" structure: US 33,  Year Built: 1977,  Status: Open,  Structure Length: 9.31m (30.54ft),  Average Daily Traffic: 10,500 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 12,495 (year 2039),  Design Load: HS 20,  Features Intersected: SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.012,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 1 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: 36.0m (118.1ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 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: Better than present minimum criteria,  Length Of Structure Improvement: 9.30m (30.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $373,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $374,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 18A191,  Location: 0.18 MILE EAST OF WV 68 (Lat: 38.937211,  Lng: -81.750139),  Route carried "on" structure: US 33,  Year Built: 1977,  Status: Open,  Structure Length: 9.29m (30.48ft),  Average Daily Traffic: 10,500 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 12,495 (year 2039),  Design Load: HS 20,  Features Intersected: SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.012,  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 continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 35.9m (117.8ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 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: Better than present minimum criteria,  Length Of Structure Improvement: 9.33m (30.61ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Other Special Inspection Date: April 2021,  Bridge Improvement Cost: $373,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $374,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 18A199,  Location: 0.03 MI N OF CR 56/1 (Lat: 38.924381,  Lng: -81.719681),  Route carried "on" structure: Interstate 77,  Year Built: 1967,  Status: Open,  Structure Length: 0.90m (2.95ft),  Average Daily Traffic: 19,900 (year 2018),  Truck Traffic: 23%,  Average Future Daily Traffic: 27,263 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: STRAIGHT FORK OF SANDY C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 234.980,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $75,000,  Total Project Cost: $75,000 ( Estimate for 2017)

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Structure Number: 18A2,  Location: 1.56 MILE NORTH WV 2 (Lat: 38.941819,  Lng: -81.704031),  Route carried "on" structure: Interstate 77,  Year Built: 1968,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 19,900 (year 2018),  Truck Traffic: 23%,  Average Future Daily Traffic: 27,265 (year 2038),  Design Load: HS 20,  Features Intersected: STRAIGHT FORK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 237.394,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.3m (106.0ft),  Skew: 36 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $100,000,  Total Project Cost: $100,000

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Structure Number: 18A201,  Location: 2.43 MI N OF WV 2 (Lat: 38.954431,  Lng: -81.703900),  Route carried "on" structure: Interstate 77,  Year Built: 1968,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 8,300 (year 2019),  Truck Traffic: 23%,  Average Future Daily Traffic: 11,371 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: BRANCH SHOCKEY RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 238.859,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 12 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Poor,  Culverts: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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

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Structure Number: 18A211,  Location: 0.01 MILE WEST CR 33/4 (Lat: 38.922961,  Lng: -81.719261),  Route carried "on" structure: County highway 56,  Year Built: 1934,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 2,400 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,000 (year 2038),  Design Load: HS 20,  Features Intersected: STRAIGHT FK SANDY CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Poor,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $450,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $600,000

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Structure Number: 18A212,  Location: 0.17 MI. S. OF WV. 2 (Lat: 38.924081,  Lng: -81.723500),  Route carried "on" structure: County highway 333,  Year Built: 1981,  Status: Open,  Structure Length: 5.75m (18.86ft),  Average Daily Traffic: 10 (year 2017),  Average Future Daily Traffic: 14 (year 2037),  Design Load: HS 20,  Features Intersected: SANDY CREEK,  Facility Carried by Structure: COUNTY ROAD 33/3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.961,  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: 21.3m (69.9ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 60.8 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 5.76m (18.90ft),  Designated Inspection Frequency: Every 48 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 2019,  Underwater Inspection Date: September 2019,  Bridge Improvement Cost: $250,000,  Total Project Cost: $250,000 ( Estimate for 2015),  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: 18A225,  Location: 0.60 MILE EAST OF CR 33/3 (Lat: 38.904889,  Lng: -81.712819),  Route carried "on" structure: County highway 12,  Year Built: 1999,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 350 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 508 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: CROOKED FORK OF SANDY CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.897,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  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: 25.6m (84.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 66.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.68m (8.79ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $2,000,000,  Roadway Improvement Cost: $500,000,  Total Project Cost: $2,500,000 ( Estimate for 2014),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 18A242,  Location: 0.01 MILE SOUTH OF CR 12 (Lat: 38.909931,  Lng: -81.711031),  Route carried "on" structure: County highway 123,  Year Built: 2004,  Status: Open,  Structure Length: 2.55m (8.37ft),  Average Daily Traffic: 31 (year 2016),  Average Future Daily Traffic: 42 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: CROOKED FORK OF SANDY CK,  Facility Carried by Structure: COUNTY ROUTE 12/3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.56m (8.40ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2018,  Bridge Improvement Cost: $1,000,000,  Roadway Improvement Cost: $600,000,  Total Project Cost: $1,600,000 ( Estimate for 2014),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 18A252,  Location: 0.04MILE SOUTH OF CR 12 (Lat: 38.892400,  Lng: -81.736911),  Route carried "on" structure: County highway 11,  Year Built: 2008,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 566 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 770 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: CROOKED FORK SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.946,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 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: 7.5m (24.6ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 78.0 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.59m (5.22ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2019,  Bridge Improvement Cost: $650,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $750,000 ( Estimate for 2015),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 18A009,  Location: 1.10 MI W OF CR 3/6 (Lat: 38.946989,  Lng: -81.703300),  Route carried "under" structure: Interstate 7700,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 12,500 (year 0007),  Truck Traffic: 22%,  Features Intersected: I 77,  Facility Carried by Structure: COUNTY ROUTE 3
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 237.990,  Lanes on structure: 2,  Lanes under structure: 4,  Length of Maximum Span: 17.5m (57.4ft)