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

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Structure Number: 52A003,  Location: 0.10 mi. South jct WV 7 (Lat: 39.635781,  Lng: -80.858469),  Route carried "on" structure: State highway 2,  Year Built: 1991,  Status: Open,  Structure Length: 8.41m (27.59ft),  Average Daily Traffic: 12,300 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 15,006 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: Fishing Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.352,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 15.9m (52.2ft)

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: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.41m (27.59ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2021,  Underwater Inspection Date: August 2020,  Bridge Improvement Cost: $364,000,  Total Project Cost: $364,000 ( Estimate for 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: 52A007,  Location: 0.56 MI WEST JCT WV 2 (Lat: 39.659189,  Lng: -80.863889),  Route carried "on" structure: State highway 700,  Year Built: 1959,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 64.01m (210.01ft),  Average Daily Traffic: 8,576 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 18,095 (year 2038),  Design Load: HS 20,  Features Intersected: CSX RR, OHIO RIVER,  Facility Carried by Structure: WEST VIRGINIA 7
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Navigation Control: Yes ( Vertical Clearance: 22.9m (75.1ft), Horizontal Clearance: 121.9m (399.9ft)),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 5,  Length of Maximum Span: 217.9m (714.9ft),  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: 10.5m (34.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: August 2021,  Underwater Inspection Date: August 2017,  Other Special 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: 52A008,  Location: 0.07 mi. West jct WV 2 (Lat: 39.658911,  Lng: -80.857750),  Route carried "on" structure: Spur State highway 7,  Year Built: 1960,  Status: Posted for load,  Structure Length: 5.14m (16.86ft),  Average Daily Traffic: 9,702 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 11,836 (year 2037),  Design Load: HS 20,  Features Intersected: WV 2 NB & SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 5.18m (16.99ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: December 2020,  Other Special Inspection Date: December 2021,  Bridge Improvement Cost: $571,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $716,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 52A009,  Location: 0.06 mi. West jct CR 32 (Lat: 39.618319,  Lng: -80.846981),  Route carried "on" structure: State highway 7,  Year Built: 1973,  Status: Open,  Structure Length: 9.27m (30.41ft),  Average Daily Traffic: 6,000 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 8,400 (year 2039),  Design Load: HS 20,  Features Intersected: Fishing Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.164,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.27m (30.41ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 2021,  Underwater Inspection Date: June 2017,  Bridge Improvement Cost: $506,000,  Total Project Cost: $506,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 52A01,  Location: 0.11 mi. East jct. CR 32 (Lat: 39.616581,  Lng: -80.845111),  Route carried "on" structure: State highway 7,  Year Built: 1972,  Status: Open,  Structure Length: 8.46m (27.76ft),  Average Daily Traffic: 6,000 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,320 (year 2039),  Design Load: HS 20,  Features Intersected: Fishing Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.44m (27.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $586,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $636,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 52A028,  Location: 0.06 mi. West jct WV7 (Lat: 39.611969,  Lng: -80.811239),  Route carried "on" structure: County highway 723,  Year Built: 1912,  Status: Closed,  Structure Length: 3.40m (11.15ft),  Average Daily Traffic: 50 (year 2011),  Average Future Daily Traffic: 61 (year 2031),  Features Intersected: Little Fishing Creek,  Facility Carried by Structure: County Route 7/23
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.979,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 3.7m (12.1ft),  Out-to-Out Width: 3.9m (12.8ft)

Condition: Deck: Good,  Superstructure: Critical,  Substructure: Serious,  Channel: Satisfactory,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $393,000,  Roadway Improvement Cost: $385,000,  Total Project Cost: $920,000,  Deck Structure Type: Open Grating,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 52A07,  Location: 0.18 mi. South jct WV7 (Lat: 39.614131,  Lng: -80.830700),  Route carried "on" structure: State highway 20,  Year Built: 1977,  Status: Open,  Structure Length: 4.14m (13.58ft),  Average Daily Traffic: 2,100 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,835 (year 2040),  Design Load: HS 20,  Features Intersected: Little Fishing Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.862,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 69.8 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 4.05m (13.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $114,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $153,000 ( Estimate for 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: 52A115,  Location: 0.15 mi. North jct WV 7 (Lat: 39.638461,  Lng: -80.857469),  Route carried "on" structure: State highway 2,  Year Built: 1936,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 12,300 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,650 (year 2039),  Features Intersected: Doolin Run
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.755,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 63.5 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $91,000,  Roadway Improvement Cost: $191,000,  Total Project Cost: $382,000 ( Estimate for 2019)

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Structure Number: 52A119,  Location: 0.84 mi South of WV 7 (Lat: 39.612100,  Lng: -80.816569),  Route carried "on" structure: County highway 723,  Year Built: 1995,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 50 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 61 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: Little Fishing Creek,  Facility Carried by Structure: County Route 7/23
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.352,  Lanes on structure: 1,  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: 27.4m (89.9ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 4.6m (15.1ft)

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: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.90m (9.51ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2019,  Bridge Improvement Cost: $193,000,  Roadway Improvement Cost: $188,000,  Total Project Cost: $381,000 ( Estimate for 2019),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 52A122,  Location: 0.01 mi. East jct CR1/3 (Lat: 39.698581,  Lng: -80.812819),  Route carried "on" structure: County highway 89,  Year Built: 1998,  Status: Open,  Structure Length: 2.22m (7.28ft),  Average Daily Traffic: 1,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,370 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: Left Fork Proctor Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  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: 21.5m (70.5ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 67.1 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.65m (5.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $50,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $114,000 ( Estimate for 2019),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 52A124,  Location: 0.05 mi. West jct CR 7/9 (Lat: 39.640111,  Lng: -80.856011),  Route carried "on" structure: County highway 71,  Year Built: 1999,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 700 (year 2012),  Truck Traffic: 8%,  Average Future Daily Traffic: 854 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: Doolin Run,  Facility Carried by Structure: County Route 7/1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  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: 15.0m (49.2ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: 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: 1.68m (5.51ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2019,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $300,000 ( 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: 52A158,  Location: 0.02 mi. South jct WV 20 (Lat: 39.590511,  Lng: -80.809100),  Route carried "on" structure: County highway 36,  Year Built: 2012,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 100 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 122 (year 2039),  Design Load: HL 93,  Features Intersected: Fishing Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.476,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  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: 23.2m (76.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2020,  Underwater Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 52A164,  Location: .06 mi. South jct CR89 (Lat: 39.709011,  Lng: -80.822961),  Route carried "on" structure: State highway 2,  Year Built: 2019,  Status: Open,  Structure Length: 5.54m (18.18ft),  Average Daily Traffic: 7,300 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 8,906 (year 2038),  Design Load: HL 93,  Features Intersected: Proctor Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.186,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 55.4m (181.8ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: 52A998,  Location: 0.50 mi. West jct WV 2 (Lat: 39.637781,  Lng: -80.866269),  Route carried "on" structure: Other road N0099,  Year Built: 1974,  Status: Posted for load,  Structure Length: 8.50m (27.89ft),  Average Daily Traffic: 1,500 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,655 (year 2039),  Design Load: HS 15,  Features Intersected: Fishing Creek,  Facility Carried by Structure: Main Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 45.4m (149.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 8.47m (27.79ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 12 months,  Inspection Date: October 2020,  Underwater Inspection Date: August 2021,  Bridge Improvement Cost: $183,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $188,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 52A007,  Location: 0.56 MI WEST JCT WV 2 (Lat: 39.000000,  Lng: -80.000000),  Route carried "under" structure: Business City street ,  Year Built: 1959,  Structure Length: 0. m,  Features Intersected: CSX RR, OHIO RIVER,  Facility Carried by Structure: WEST VIRGINIA 7
Minimum Vertical Clearance: 7.93m (26.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 217.9m (714.9ft)

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Structure Number: 52A008,  Location: 0.07 mi. West jct WV 2 (Lat: 39.658911,  Lng: -80.857750),  Route carried "under" structure: State highway 2,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 18,285 (year 0014),  Truck Traffic: 8%,  Features Intersected: WV 2 NB & SB,  Facility Carried by Structure: West Virginia 7 SP
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 11.008,  Lanes on structure: 2,  Lanes under structure: 5,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 52A9,  Location: 0.20 Mi West Jct. WV Rt 2 (Lat: 39.637061,  Lng: -80.863061),  Route carried "under" structure: City street N1150,  Year Built: 1913,  Structure Length: 0. m,  Features Intersected: Harlon Dr.(City St.),  Facility Carried by Structure: CSX Railroad
Minimum Vertical Clearance: 4.17m (13.68ft),  Kilometerpoint: 0.016,  Lanes under structure: 2,  Length of Maximum Span: 13.3m (43.6ft)