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

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Structure Number: 4A045,  Location: 0.01 MI S CO 10 (Lat: 38.769650,  Lng: -80.693200),  Route carried "on" structure: County highway 1004,  Year Built: 1995,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 226 (year 2015),  Average Future Daily Traffic: 323 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: CEDAR CREEK,  Facility Carried by Structure: COUNTY ROUTE 10/4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.306,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.8m (25.6ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 71.7 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4A059,  Location: 0.13 MI N OF WV 5 (Lat: 38.762100,  Lng: -80.637150),  Route carried "on" structure: US 1900,  Year Built: 1927,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,500 (year 2018),  Truck Traffic: 23%,  Average Future Daily Traffic: 2,070 (year 2038),  Features Intersected: BERRY FORK,  Facility Carried by Structure: US 19
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.035,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  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,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.62m (5.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $248,000,  Roadway Improvement Cost: $246,000,  Total Project Cost: $646,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4A06,  Location: 0.02 MI S OF CO 22 (Lat: 38.768639,  Lng: -80.616200),  Route carried "on" structure: US 1900,  Year Built: 1986,  Status: Posted for load,  Structure Length: 2.18m (7.15ft),  Average Daily Traffic: 1,500 (year 2018),  Truck Traffic: 23%,  Average Future Daily Traffic: 2,070 (year 2038),  Design Load: HS 20,  Features Intersected: SALTLICK CREEK,  Facility Carried by Structure: US 19
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.321,  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: 21.3m (69.9ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 26.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 2.19m (7.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $250,000 ( Estimate for 2021),  Deck Structure Type: Other,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4A075,  Location: 0.02 MI N US 19 (Lat: 38.762289,  Lng: -80.641700),  Route carried "on" structure: County highway 1946,  Year Built: 1968,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 0.95m (3.12ft),  Average Daily Traffic: 33 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 47 (year 2035),  Features Intersected: RT FK OF SALTLICK,  Facility Carried by Structure: COUNTY ROUTE 19/46
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 4.8m (15.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $147,000,  Roadway Improvement Cost: $70,000,  Total Project Cost: $268,000 ( Estimate for 2018),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4A082,  Location: 0.01 MI S OF CO 22/6 (Lat: 38.736761,  Lng: -80.599089),  Route carried "on" structure: County highway 2200,  Year Built: 1986,  Status: Open,  Structure Length: 1.82m (5.97ft),  Average Daily Traffic: 100 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 138 (year 2038),  Design Load: HS 20,  Features Intersected: SALTLICK CREEK,  Facility Carried by Structure: COUNTY ROUTE 22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.665,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  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: 17.2m (56.4ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.29m (7.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $250,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $350,000 ( Estimate for 2021),  Deck Structure Type: Other,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4A117,  Location: 0.55 MI S OF CO 19/22 (Lat: 38.696869,  Lng: -80.668850),  Route carried "on" structure: Interstate 7900,  Year Built: 1972,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 9,700 (year 2018),  Truck Traffic: 23%,  Average Future Daily Traffic: 13,871 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: CR 4/22,  Facility Carried by Structure: I79 X
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 106.973,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Steel,  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 corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 0.64m (2.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $40,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $60,000 ( Estimate for 2022)

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Structure Number: 4A118,  Location: 0.55 MI S OF CO 19/22 (Lat: 38.697161,  Lng: -80.669250),  Route carried "on" structure: Interstate 7900,  Year Built: 1972,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 9,700 (year 2018),  Truck Traffic: 23%,  Average Future Daily Traffic: 13,871 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: CR 4/22,  Facility Carried by Structure: I79 X
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 106.973,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Steel,  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 corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 0.64m (2.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $40,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $60,000 ( Estimate for 2022)

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Structure Number: 4A119,  Location: 5.56 MI N WV 4 (Lat: 38.703111,  Lng: -80.663000),  Route carried "on" structure: Interstate 7900,  Year Built: 1972,  Status: Open,  Structure Length: 4.01m (13.16ft),  Average Daily Traffic: 9,700 (year 2018),  Truck Traffic: 24%,  Average Future Daily Traffic: 13,871 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: CR 19/22,  Facility Carried by Structure: I-79 N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 107.842,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  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: 16.2m (53.1ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.02m (13.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $264,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4A12,  Location: 5.56 MI N WV 4 (Lat: 38.703269,  Lng: -80.663219),  Route carried "on" structure: Interstate 7900,  Year Built: 1972,  Status: Open,  Structure Length: 4.01m (13.16ft),  Average Daily Traffic: 9,700 (year 2018),  Truck Traffic: 24%,  Average Future Daily Traffic: 13,871 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: CR 19/22,  Facility Carried by Structure: I-79 S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 107.842,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  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: 16.2m (53.1ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.02m (13.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $264,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4A135,  Location: 0.01 MI E WV 5 (Lat: 38.774100,  Lng: -80.638831),  Route carried "on" structure: County highway 514,  Year Built: 1995,  Status: Posted for load,  Structure Length: 1.42m (4.66ft),  Average Daily Traffic: 20 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 21 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: RIGHT FORK SALTLICK CK,  Facility Carried by Structure: COUNTY ROUTE 5/14
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Wood or Timber,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.7m (15.4ft),  Out-to-Out Width: 5.2m (17.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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 minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Other Special Inspection Date: June 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4A167,  Location: 0.05 W US 19 F (Lat: 38.762919,  Lng: -80.639561),  Route carried "on" structure: State highway 500,  Year Built: 1998,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 500 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 690 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: BERRY FORK,  Facility Carried by Structure: WV 5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.905,  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: 9.9m (32.5ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 62.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4A172,  Location: 0.71 MI W OF US 19 (Lat: 38.770481,  Lng: -80.639439),  Route carried "on" structure: State highway 500,  Year Built: 1999,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 475 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 635 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: O'BRIEN FK SALTLICK CK,  Facility Carried by Structure: WV 5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.843,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  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: 11.6m (38.1ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 83.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 64.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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 48 months,  Inspection Date: June 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4A19,  Location: 0.19 MI N OF CO 22/6 (Lat: 38.739511,  Lng: -80.599281),  Route carried "on" structure: County highway 2200,  Year Built: 2009,  Status: Open,  Structure Length: 2.60m (8.53ft),  Average Daily Traffic: 100 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 138 (year 2035),  Design Load: HL 93,  Features Intersected: SALTLICK CREEK,  Facility Carried by Structure: COUNTY ROUTE 22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.343,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  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: 24.4m (80.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 70.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4A117,  Location: 0.55 MI S OF CO 19/22 (Lat: 38.696869,  Lng: -80.668850),  Route carried "under" structure: County highway 422,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 10 (year 0009),  Features Intersected: CR 4/22,  Facility Carried by Structure: I79 X
Minimum Vertical Clearance: 4.17m (13.68ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Lanes under structure: 1,  Length of Maximum Span: 6.2m (20.3ft)

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Structure Number: 4A118,  Location: 0.55 MI S OF CO 19/22 (Lat: 38.697161,  Lng: -80.669250),  Route carried "under" structure: County highway 422,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 10 (year 0009),  Features Intersected: CR 4/22,  Facility Carried by Structure: I79 X
Minimum Vertical Clearance: 4.17m (13.68ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Lanes under structure: 1,  Length of Maximum Span: 6.2m (20.3ft)

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Structure Number: 4A119,  Location: 5.56 MI N WV 4 (Lat: 38.703111,  Lng: -80.663000),  Route carried "under" structure: County highway 1922,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 5,400 (year 0009),  Truck Traffic: 10%,  Features Intersected: CR 19/22,  Facility Carried by Structure: I-79 N
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 3.524,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: 4A12,  Location: 5.56 MI N WV 4 (Lat: 38.703269,  Lng: -80.663200),  Route carried "under" structure: County highway 1922,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 5,400 (year 0006),  Truck Traffic: 10%,  Features Intersected: CR 19/22,  Facility Carried by Structure: I-79 S
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 3.508,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: 4A152,  Location: 1.66 MI E OF US 19 (Lat: 38.706600,  Lng: -80.632389),  Route carried "under" structure: County highway 1921,  Year Built: 1936,  Structure Length: 0. m,  Average Daily Traffic: 30 (year 2015),  Features Intersected: A&O RAILROAD,  Facility Carried by Structure: Business Other road 8
Minimum Vertical Clearance: 9.91m (32.51ft),  Kilometerpoint: 2.672,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)