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

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Structure Number: 20A203,  Location: 0.05 MI S OF WV 94 (Lat: 38.226989,  Lng: -81.579869),  Route carried "on" structure: County highway 68,  Year Built: 1989,  Status: Open,  Structure Length: 1.81m (5.94ft),  Average Daily Traffic: 200 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 244 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: LENS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  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: 5.6m (18.4ft),  Out-to-Out Width: 5.6m (18.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 62.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 1.81m (5.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 20A552,  Location: 0.04 MI. S. OF CR 23/12 (Lat: 38.261700,  Lng: -81.573989),  Route carried "on" structure: State highway 61,  Year Built: 1982,  Status: Open,  Structure Length: 3.15m (10.33ft),  Average Daily Traffic: 4,300 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,601 (year 2040),  Design Load: HS 20,  Features Intersected: RUSH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.888,  Lanes on structure: 2,  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,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 72.6 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.15m (10.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $225,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $275,000 ( Estimate for 2019),  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: 20A621,  Location: 0.02 MI OF 94 (Lat: 38.240489,  Lng: -81.564431),  Route carried "on" structure: Ramp Interstate 7700,  Year Built: 1981,  Status: Open,  Structure Length: 7.96m (26.12ft),  Average Daily Traffic: 34,418 (year 2018),  Truck Traffic: 17%,  Average Future Daily Traffic: 60,232 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: LENS CREEK,  Facility Carried by Structure: I-77 NB EXIT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 143.811,  Lanes on structure: 1,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 10 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: 29.3m (96.1ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  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: 20A622,  Location: 0.01 MI. N. OF RTE. 94 (Lat: 38.240331,  Lng: -81.564850),  Route carried "on" structure: Interstate 7700,  Year Built: 1981,  Status: Open,  Structure Length: 15.03m (49.31ft),  Average Daily Traffic: 34,418 (year 2018),  Truck Traffic: 17%,  Average Future Daily Traffic: 60,232 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: Route 94 and Lens Creek,  Facility Carried by Structure: I-77
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 143.940,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 5,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 25.9m (85.0ft),  Out-to-Out Width: 27.0m (88.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2020,  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: 20A624,  Location: 0.02 MI. S. OF RT.94 (Lat: 38.239961,  Lng: -81.564961),  Route carried "on" structure: Ramp Interstate 7700,  Year Built: 1981,  Status: Open,  Structure Length: 8.66m (28.41ft),  Average Daily Traffic: 1,787 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 3,128 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: LENS CREEK,  Facility Carried by Structure: I-77 SB ENTRANCE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 144.004,  Lanes on structure: 1,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 10 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: 35.1m (115.2ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  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: 20A625,  Location: 0.17 MI N OF MARMET I/L (Lat: 38.242489,  Lng: -81.567711),  Route carried "on" structure: Interstate 7700,  Year Built: 1981,  Status: Open,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 34,418 (year 2019),  Truck Traffic: 28%,  Average Future Daily Traffic: 35,129 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: 98th Street in Marmet,  Facility Carried by Structure: I-77
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 144.326,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 30 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: 24.1m (79.1ft),  Curb-To-Curb Width: 37.1m (121.7ft),  Out-to-Out Width: 38.2m (125.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 20A627,  Location: 0.81 MI N OF WV 94 (Lat: 38.250681,  Lng: -81.572850),  Route carried "on" structure: Interstate 7700,  Year Built: 1982,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 39,878 (year 2015),  Truck Traffic: 17%,  Average Future Daily Traffic: 69,786 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: 85th Street, Marmet, WV,  Facility Carried by Structure: I-77
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 145.356,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 31 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: 16.5m (54.1ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 27.6m (90.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 20A629,  Location: 1.40 MI N OF RT 94 (Lat: 38.257111,  Lng: -81.573819),  Route carried "on" structure: Interstate 7700,  Year Built: 1982,  Status: Open,  Structure Length: 23.59m (77.40ft),  Average Daily Traffic: 19,879 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 34,789 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: WV Route 61 and CSX RR,  Facility Carried by Structure: I-77
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 146.016,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 6,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Critical Feature Inspection Date: June 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: 20A63,  Location: 1.40 MI. N. OF WV 94 (Lat: 38.257100,  Lng: -81.573681),  Route carried "on" structure: Interstate 7700,  Year Built: 1982,  Status: Open,  Structure Length: 23.90m (78.41ft),  Average Daily Traffic: 19,879 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 34,789 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 61 & CSX RAILROAD,  Facility Carried by Structure: I-77
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 146.016,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 7,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 61.7 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: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Critical Feature Inspection Date: June 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: 20A631,  Location: 1.59 MI N OF US 119 I/C (Lat: 38.261739,  Lng: -81.573750),  Route carried "on" structure: Interstate 7700,  Year Built: 1983,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 39,759 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 69,578 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: RUSH CREEK,  Facility Carried by Structure: I-77 WV 61
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 146.595,  Lanes on structure: 4,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 37.2m (122.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 38.9m (127.6ft),  Out-to-Out Width: 39.9m (130.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 20A816,  Location: 0.09 MIL E OF WV 94 (Lat: 38.227500,  Lng: -81.596889),  Route carried "on" structure: Other road 94900,  Year Built: 2005,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 30 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 39 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: LENS CREEK,  Facility Carried by Structure: CR 949
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 1,  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: 10.4m (34.1ft),  Curb-To-Curb Width: 3.7m (12.1ft),  Out-to-Out Width: 3.7m (12.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 20A918,  Location: 0.01 MI E OF WV 94 (Lat: 38.232911,  Lng: -81.571419),  Route carried "on" structure: City street N0990,  Year Built: 1992,  Status: Posted for load,  Structure Length: 1.23m (4.04ft),  Average Daily Traffic: 20 (year 2020),  Average Future Daily Traffic: 20 (year 2040),  Features Intersected: LENS CREEK,  Facility Carried by Structure: MARMET CITY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 3.0m (9.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 3.0m (9.8ft),  Out-to-Out Width: 3.0m (9.8ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Poor,  Channel: Fair,  Operating Rating: 3.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 2.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: High priority of corrective action,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: December 2021,  Critical Feature Inspection Date: December 2021,  Bridge Improvement Cost: $400,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $475,000 ( Estimate for 2019),  Deck Structure Type: Open Grating,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 20A314,  Location: 0.06 MI N OF WV 61 F (Lat: 38.261731,  Lng: -81.575019),  Route carried "under" structure: County highway 2312,  Year Built: 1944,  Structure Length: 0. m,  Average Daily Traffic: 9 (year 2017),  Truck Traffic: 5%,  Features Intersected: CR 23/12 AND RUSH CREEK,  Facility Carried by Structure: CSX RR #445.60
Minimum Vertical Clearance: 4.09m (13.42ft),  Kilometerpoint: 0.097,  Lanes under structure: 1,  Length of Maximum Span: 8.0m (26.2ft)

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Structure Number: 20A625,  Location: 0.17 MI N OF MARMET I/L (Lat: 38.242489,  Lng: -81.567711),  Route carried "under" structure: City street ,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 0007),  Features Intersected: 98th Street in Marmet,  Facility Carried by Structure: I-77
Minimum Vertical Clearance: 13.64m (44.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 20A627,  Location: 0.81 MI N OF WV 94 (Lat: 38.250681,  Lng: -81.572850),  Route carried "under" structure: ServiceCity street ,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 0007),  Features Intersected: 85th Street, Marmet, WV,  Facility Carried by Structure: I-77
Minimum Vertical Clearance: 5.69m (18.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Length of Maximum Span: 16.5m (54.1ft)

Structure Number: 20A629,  Location: 1.40 MI N OF RT 94,  Route carried "under" structure: State highway 6100,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 7,100 (year 0009),  Truck Traffic: 5%,  Features Intersected: WV Route 61 and CSX RR,  Facility Carried by Structure: I-77
Minimum Vertical Clearance: 6.40m (21.00ft),  Kilometerpoint: 28.324,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Length of Maximum Span: 33.5m (109.9ft)

Structure Number: 20A63,  Location: 1.40 MI. N. OF WV 94,  Route carried "under" structure: State highway 6100,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 7,100 (year 0009),  Truck Traffic: 5%,  Features Intersected: ROUTE 61 & CSX RAILROAD,  Facility Carried by Structure: I-77
Minimum Vertical Clearance: 7.01m (23.00ft),  Kilometerpoint: 28.324,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Length of Maximum Span: 32.0m (105.0ft)