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

Find on map >>   Show street view

Structure Number: 5A051,  Location: 0.11 mi. South jct CR1 (Lat: 40.389769,  Lng: -80.568800),  Route carried "on" structure: County highway 13,  Year Built: 1912,  Status: Posted for load,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 700 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,043 (year 2040),  Features Intersected: Harmon Creek,  Facility Carried by Structure: County Route 1/3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.467,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 4.1m (13.5ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Superstructure: Poor,  Channel: Fair,  Operating Rating: 23.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 10.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 2.77m (9.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $195,000,  Roadway Improvement Cost: $191,000,  Total Project Cost: $569,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 5A052,  Location: 0.01 mi. West jct WV 2 (Lat: 40.379561,  Lng: -80.605161),  Route carried "on" structure: Ramp US 22,  Year Built: 1984,  Status: Open,  Structure Length: 12.97m (42.55ft),  Average Daily Traffic: 5,617 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 8,538 (year 2038),  Design Load: HS 20,  Features Intersected: Railroad
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.789,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 9 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: 38.3m (125.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 12.98m (42.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $358,000,  Total Project Cost: $358,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 5A054,  Location: 0.09 mi. West jct WV 2 (Lat: 40.381769,  Lng: -80.605150),  Route carried "on" structure: US 22,  Year Built: 1984,  Status: Open,  Structure Length: 18.11m (59.42ft),  Average Daily Traffic: 34,200 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 41,724 (year 2039),  Design Load: HS 20,  Features Intersected: Ramp D, Railroad
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 0.708,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 36 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: 65.5m (214.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 23.0m (75.5ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.11m (59.42ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,408,000,  Total Project Cost: $1,408,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 5A055,  Location: 0.01 mi. West jct WV 2 (Lat: 40.381881,  Lng: -80.605019),  Route carried "on" structure: Ramp US 22,  Year Built: 1984,  Status: Open,  Structure Length: 15.19m (49.84ft),  Average Daily Traffic: 4,213 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 5,140 (year 2038),  Design Load: HS 20,  Features Intersected: US Route 22 & WV 2 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.950,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 79.8 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 15.21m (49.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $419,000,  Total Project Cost: $419,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 5A056,  Location: 0.16 mi. North jct US 22 (Lat: 40.388669,  Lng: -80.595939),  Route carried "on" structure: Ramp State highway 2,  Year Built: 1988,  Status: Open,  Structure Length: 16.23m (53.25ft),  Average Daily Traffic: 5,900 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,986 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: Mittal Steel & NS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.290,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.22m (53.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $495,000,  Total Project Cost: $495,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 5A057,  Location: 0.01 Mi. South Jct CR 507 (Lat: 40.390689,  Lng: -80.594711),  Route carried "on" structure: Ramp State highway 2,  Year Built: 1988,  Status: Open,  Structure Length: 4.84m (15.88ft),  Average Daily Traffic: 5,900 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,965 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: Harmon Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 5 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: 18.4m (60.4ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.85m (15.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $148,000,  Total Project Cost: $148,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 5A058,  Location: 0.01 mi. East jct WV2 (Lat: 40.391011,  Lng: -80.594000),  Route carried "on" structure: County highway 217,  Year Built: 1988,  Status: Open,  Structure Length: 2.20m (7.22ft),  Average Daily Traffic: 50 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 61 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: Harmon Creek,  Facility Carried by Structure: County Route 2/17
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 82.5 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.19m (7.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $50,000,  Total Project Cost: $50,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 5A059,  Location: 0.05 mi. South jct CR2/17 (Lat: 40.390769,  Lng: -80.594469),  Route carried "on" structure: State highway 2,  Year Built: 1988,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 16,800 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,536 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: Harmon Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.136,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  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: 15.9m (52.2ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 4.21m (13.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $178,000,  Total Project Cost: $178,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 5A06,  Location: At Ohio State Line (Lat: 40.377789,  Lng: -80.610250),  Route carried "on" structure: US 22,  Year Built: 1990,  Status: Open,  Structure Length: 59.88m (196.46ft),  Average Daily Traffic: 33,960 (year 2017),  Truck Traffic: 11%,  Average Future Daily Traffic: 51,619 (year 2037),  Design Load: HS 20,  Features Intersected: OHIO RIVER & OHIO RT 7
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.016,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.0m (95.1ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 21.0m (68.9ft), Horizontal Clearance: 243.8m (799.9ft)),  Material/Design: Steel continuous,  Design/Construction: Stayed Girder,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 5,  Length of Maximum Span: 249.9m (819.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 24.7m (81.0ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 49.0 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: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 59.89m (196.49ft),  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: October 2020,  Critical Feature Inspection Date: October 2021,  Underwater Inspection Date: August 2020,  Other Special Inspection Date: October 2021,  Bridge Improvement Cost: $2,330,000,  Roadway Improvement Cost: $464,000,  Total Project Cost: $2,797,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 5A064,  Location: 2.11 mi. East OHIO LINE (Lat: 40.388450,  Lng: -80.594400),  Route carried "on" structure: State highway 2,  Year Built: 1993,  Status: Open,  Structure Length: 21.92m (71.92ft),  Average Daily Traffic: 11,200 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,024 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: US 22 & Ramp G
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.862,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 7,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 21.92m (71.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $733,000,  Total Project Cost: $733,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 5A065,  Location: 0.06 mi. West jct WV2 (Lat: 40.388211,  Lng: -80.595681),  Route carried "on" structure: Ramp US 22,  Year Built: 1993,  Status: Open,  Structure Length: 16.48m (54.07ft),  Average Daily Traffic: 22,100 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 33,592 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: US 22
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 1.819,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 39 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: 31.2m (102.4ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Poor,  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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 16.46m (54.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $240,000,  Total Project Cost: $240,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 5A066,  Location: 0.17 mi. East jct WV2 (Lat: 40.389189,  Lng: -80.593981),  Route carried "on" structure: Ramp US 22,  Year Built: 1993,  Status: Open,  Structure Length: 9.09m (29.82ft),  Average Daily Traffic: 16,700 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 25,384 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: NS & Arcelor Mittal RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.189,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 21.7m (71.2ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.9 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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 15.18m (49.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $224,000,  Total Project Cost: $224,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 5A067,  Location: 0.15 mi. West jct CR1 (Lat: 40.394631,  Lng: -80.568400),  Route carried "on" structure: US 22,  Year Built: 1993,  Status: Open,  Structure Length: 23.76m (77.95ft),  Average Daily Traffic: 34,200 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 51,984 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: Harmon Creek, CR1, CR1/3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.860,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 2,  Length of Maximum Span: 36.9m (121.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 25.8m (84.6ft),  Out-to-Out Width: 27.6m (90.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 78.0 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  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: 23.77m (77.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,315,000,  Total Project Cost: $1,315,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 5A068,  Location: 0.10 mi. South jct CR 1/3 (Lat: 40.397839,  Lng: -80.575319),  Route carried "on" structure: County highway 4,  Year Built: 1993,  Status: Open,  Structure Length: 8.42m (27.62ft),  Average Daily Traffic: 80 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 120 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: US Route 22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.667,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 22.4m (73.5ft),  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: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 68.9 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 8.38m (27.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $219,000,  Total Project Cost: $219,000 ( Estimate for 2019),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 5A069,  Location: 0.01 mi. West jct CR 1 (Lat: 40.395261,  Lng: -80.568619),  Route carried "on" structure: Ramp US 22,  Year Built: 1993,  Status: Open,  Structure Length: 15.40m (50.52ft),  Average Daily Traffic: 3,683 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 4,493 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: Harmon Creek, CR 1/3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.812,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  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: 42.1m (138.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 15.39m (50.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $231,000,  Total Project Cost: $231,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 5A07,  Location: 0.09 mi. West jct CR 1 (Lat: 40.394319,  Lng: -80.568669),  Route carried "on" structure: Ramp US 22,  Year Built: 1993,  Status: Open,  Structure Length: 13.70m (44.95ft),  Average Daily Traffic: 3,683 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 4,493 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: Harmon Creek, CR 1/3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.876,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 3 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: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 13.72m (45.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $277,000,  Total Project Cost: $277,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 5A079,  Location: 0.03 mi. North jct CR 1 (Lat: 40.369289,  Lng: -80.545900),  Route carried "on" structure: County highway 18,  Year Built: 2000,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 2,600 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,510 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: Harmon Creek,  Facility Carried by Structure: County Route 1/8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: 29.5m (96.8ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 5A081,  Location: 0.15 mi. West jct CR1/7 (Lat: 40.365839,  Lng: -80.528300),  Route carried "on" structure: County highway 1,  Year Built: 2003,  Status: Open,  Structure Length: 2.48m (8.14ft),  Average Daily Traffic: 2,300 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,427 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: Harmon Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.405,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  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: 23.8m (78.1ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 5A082,  Location: 0.02 mi. North jct US22 (Lat: 40.397400,  Lng: -80.549019),  Route carried "on" structure: County highway 13,  Year Built: 2007,  Status: Open,  Structure Length: 6.81m (22.34ft),  Average Daily Traffic: 9,200 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,708 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: US Route 22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.209,  Lanes on structure: 5,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.9m (124.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 55.3 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 5A083,  Location: 0.02 mi. North jct US 22 (Lat: 40.398881,  Lng: -80.526631),  Route carried "on" structure: State highway 105,  Year Built: 2014,  Status: Open,  Structure Length: 6.94m (22.77ft),  Average Daily Traffic: 8,300 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,127 (year 2039),  Design Load: HL 93,  Features Intersected: US Route 22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.3m (112.5ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 5A084,  Location: 0.01 Mi. South Jct. CR 1 (Lat: 40.366650,  Lng: -80.525211),  Route carried "on" structure: County highway 17,  Year Built: 2015,  Status: Open,  Structure Length: 1.94m (6.36ft),  Average Daily Traffic: 278 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 414 (year 2037),  Design Load: HL 93,  Features Intersected: Harmon Creek,  Facility Carried by Structure: County Route 1/7
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.768,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 19.3m (63.3ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 67.1 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: 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,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2019,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 5A085,  Location: 0.08 mi. South jct US22 (Lat: 40.392400,  Lng: -80.568519),  Route carried "on" structure: County highway 1,  Year Built: 2020,  Status: Open,  Structure Length: 11.10m (36.42ft),  Average Daily Traffic: 2,885 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,895 (year 2037),  Design Load: HL 93,  Features Intersected: Harmon Ck & Panhandle Tr
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 54.9m (180.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.09m (36.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 15A012,  Location: 0.03 mi. East jct CR 9/6 (Lat: 40.463219,  Lng: -80.533569),  Route carried "on" structure: County highway 94,  Year Built: 1963,  Status: Open,  Structure Length: 1.21m (3.97ft),  Average Daily Traffic: 90 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 110 (year 2040),  Features Intersected: North Fork Kings Creek,  Facility Carried by Structure: County Route 9/4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.366,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 1 degrees,  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: 5.1m (16.7ft),  Out-to-Out Width: 5.3m (17.4ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.92m (6.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $158,000,  Roadway Improvement Cost: $157,000,  Total Project Cost: $315,000 ( Estimate for 2019),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

Find on map >>   Show street view

Structure Number: 15A013,  Location: 0.08 mi. East jct CR 9/9 (Lat: 40.442100,  Lng: -80.566669),  Route carried "on" structure: County highway 11,  Year Built: 1950,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 1,700 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,890 (year 2040),  Design Load: HS 15,  Features Intersected: Kings Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.718,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Poor,  Channel: Fair,  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 minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.27m (14.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $202,000,  Roadway Improvement Cost: $284,000,  Total Project Cost: $486,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 15A015,  Location: 0.77 Mi North jct CR 11 (Lat: 40.445039,  Lng: -80.552681),  Route carried "on" structure: County highway 111,  Year Built: 1990,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 80 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 98 (year 2040),  Design Load: HS 20,  Features Intersected: North Fork Kings Creek,  Facility Carried by Structure: County Route 11/1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.239,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Wood or Timber,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.4m (40.7ft),  Curb-To-Curb Width: 4.8m (15.7ft),  Out-to-Out Width: 5.4m (17.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Poor,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.01m (6.59ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 3 months,  Inspection Date: December 2021,  Underwater Inspection Date: August 2021,  Other Special Inspection Date: December 2021,  Bridge Improvement Cost: $157,000,  Roadway Improvement Cost: $154,000,  Total Project Cost: $311,000 ( Estimate for 2019),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 15A031,  Location: 0.38 mi. South jct WV 105 (Lat: 40.415450,  Lng: -80.588489),  Route carried "on" structure: State highway 2,  Year Built: 1966,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 43.55m (142.88ft),  Average Daily Traffic: 11,500 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,515 (year 2039),  Design Load: HS 20,  Features Intersected: Frontier Group of Co.Inc
Minimum Vertical Clearance: 6.81m (22.34ft),  Kilometerpoint: 1.786,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: Railroad,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 19,  Length of Maximum Span: 24.0m (78.7ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Poor,  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: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 43.56m (142.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,300,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $1,320,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 15A041,  Location: 0.45 mi. South jct WV 105 (Lat: 40.414350,  Lng: -80.588131),  Route carried "on" structure: State highway 2,  Year Built: 1998,  Status: Open,  Structure Length: 11.15m (36.58ft),  Average Daily Traffic: 11,400 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,354 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: Mittal Steel RR & Yard
Minimum Vertical Clearance: 7.42m (24.34ft),  Kilometerpoint: 1.674,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 29.6m (97.1ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 11.00m (36.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $549,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $599,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 15A043,  Location: 0.06 mi. South jct. CR11 (Lat: 40.428111,  Lng: -80.536769),  Route carried "on" structure: County highway 15,  Year Built: 2001,  Status: Open,  Structure Length: 2.24m (7.35ft),  Average Daily Traffic: 1,800 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,060 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: Kings Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.122,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  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: 21.3m (69.9ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 9.3m (30.5ft)

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: 57.1 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: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 15A044,  Location: 0.06 mi. South jct CR11 (Lat: 40.435639,  Lng: -80.594450),  Route carried "on" structure: State highway 2,  Year Built: 2006,  Status: Open,  Structure Length: 9.88m (32.41ft),  Average Daily Traffic: 9,000 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,660 (year 2038),  Design Load: HL 93,  Features Intersected: Kings Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.876,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 32.6m (107.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 76.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 15A045,  Location: 0.25 mi. West jct CR11/1 (Lat: 40.438419,  Lng: -80.562731),  Route carried "on" structure: County highway 11,  Year Built: 2007,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 1,747 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,131 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: Kings Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.780,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  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: 19.5m (64.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 75.3 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2019,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 5A003,  Location: 0.03 mi. East jct CR 1/7 (Lat: 40.367169,  Lng: -80.525419),  Route carried "under" structure: County highway 1,  Year Built: 1904,  Structure Length: 0. m,  Features Intersected: County Route 1,  Facility Carried by Structure: Trail - Old RR R/W
Minimum Vertical Clearance: 3.12m (10.24ft),  Kilometerpoint: 6.695,  Lanes under structure: 2,  Length of Maximum Span: 14.0m (45.9ft)

Find on map >>   Show street view

Structure Number: 5A026,  Location: 0.96 mi. West jct WV 2 (Lat: 40.384239,  Lng: -80.608789),  Route carried "under" structure: County highway 507,  Year Built: 1945,  Structure Length: 0. m,  Features Intersected: County Route 507,  Facility Carried by Structure: RR Tracks
Minimum Vertical Clearance: 7.19m (23.59ft),  Kilometerpoint: 0.821,  Lanes under structure: 2,  Length of Maximum Span: 20.7m (67.9ft)

Find on map >>   Show street view

Structure Number: 5A054,  Location: 0.09 mi. West jct WV 2 (Lat: 40.381769,  Lng: -80.605150),  Route carried "under" structure: Ramp State highway 200,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 8,500 (year 0014),  Truck Traffic: 5%,  Features Intersected: Ramp D, Railroad,  Facility Carried by Structure: US Route 22
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 1.352,  Lanes on structure: 4,  Lanes under structure: 2,  Length of Maximum Span: 65.5m (214.9ft)

Find on map >>   Show street view

Structure Number: 5A055,  Location: 0.01 mi. West jct WV 2 (Lat: 40.381881,  Lng: -80.605019),  Route carried "under" structure: US 2200,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 31,494 (year 0014),  Truck Traffic: 11%,  Features Intersected: US Route 22 & WV 2 SB,  Facility Carried by Structure: Ramp B (to US22 W)
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.885,  Lanes on structure: 1,  Lanes under structure: 4,  Length of Maximum Span: 36.6m (120.1ft)

Find on map >>   Show street view

Structure Number: 5A055,  Location: 0.01 mi. West jct WV 2 (Lat: 40.381881,  Lng: -80.605019),  Route carried "under" structure: Ramp State highway 200,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 2,100 (year 0012),  Truck Traffic: 5%,  Features Intersected: US Route 22 & WV 2 SB,  Facility Carried by Structure: Ramp B (to US22 W)
Minimum Vertical Clearance: 13.72m (45.01ft),  Kilometerpoint: 1.352,  Lanes on structure: 1,  Lanes under structure: 2,  Length of Maximum Span: 36.6m (120.1ft)

Find on map >>   Show street view

Structure Number: 5A06,  Location: At Ohio State Line (Lat: 40.377789,  Lng: -80.610250),  Route carried "under" structure: State highway 700,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 4,500 (year 0008),  Truck Traffic: 6%,  Features Intersected: OHIO RIVER & OHIO RT 7,  Facility Carried by Structure: US Route 22
Minimum Vertical Clearance: 6.55m (21.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 4,  Length of Maximum Span: 249.9m (819.9ft)

Find on map >>   Show street view

Structure Number: 5A064,  Location: 2.11 mi. East OHIO LINE (Lat: 40.231700,  Lng: -80.354000),  Route carried "under" structure: US 2200,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 30,000 (year 0008),  Truck Traffic: 11%,  Features Intersected: US 22 & Ramp G,  Facility Carried by Structure: WV 2 N (Ramp E)
Minimum Vertical Clearance: 16.54m (54.27ft),  Kilometerpoint: 1.915,  Lanes on structure: 2,  Lanes under structure: 4,  Length of Maximum Span: 39.6m (129.9ft)

Find on map >>   Show street view

Structure Number: 5A064,  Location: 2.11 mi. East OHIO LINE (Lat: 40.231500,  Lng: -1000.677775),  Route carried "under" structure: Ramp US 2200,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 2,100 (year 0008),  Truck Traffic: 10%,  Features Intersected: US 22 & Ramp G,  Facility Carried by Structure: WV 2 N (Ramp E)
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 1.835,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 39.6m (129.9ft)

Find on map >>   Show street view

Structure Number: 5A065,  Location: 0.06 mi. West jct WV2 (Lat: 100.677775,  Lng: -1000.677775),  Route carried "under" structure: US 2200,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 30,000 (year 0008),  Truck Traffic: 11%,  Features Intersected: US 22,  Facility Carried by Structure: Exit 2 - US22 RAMP
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 1.867,  Lanes on structure: 1,  Lanes under structure: 4,  Length of Maximum Span: 31.2m (102.4ft)

Find on map >>   Show street view

Structure Number: 5A067,  Location: 0.15 mi. West jct CR1 (Lat: 40.233900,  Lng: -80.843000),  Route carried "under" structure: County highway 100,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 8,480 (year 0015),  Truck Traffic: 3%,  Features Intersected: Harmon Creek, CR1, CR1/3,  Facility Carried by Structure: US 22 EB & WB
Minimum Vertical Clearance: 9.75m (31.99ft),  Kilometerpoint: 0.950,  Lanes on structure: 4,  Lanes under structure: 2,  Length of Maximum Span: 36.9m (121.1ft)

Find on map >>   Show street view

Structure Number: 5A067,  Location: 0.15 mi. West jct CR1 (Lat: 40.233700,  Lng: -80.340500),  Route carried "under" structure: County highway 103,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 819 (year 0015),  Truck Traffic: 3%,  Features Intersected: Harmon Creek, CR1, CR1/3,  Facility Carried by Structure: US 22 EB & WB
Minimum Vertical Clearance: 11.13m (36.52ft),  Kilometerpoint: 1.046,  Lanes on structure: 4,  Lanes under structure: 2,  Length of Maximum Span: 36.9m (121.1ft)

Find on map >>   Show street view

Structure Number: 5A068,  Location: 0.10 mi. South jct CR 1/3 (Lat: 40.397839,  Lng: -80.575319),  Route carried "under" structure: US 2200,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 31,394 (year 0012),  Truck Traffic: 11%,  Features Intersected: US Route 22,  Facility Carried by Structure: County Route 4
Minimum Vertical Clearance: 9.47m (31.07ft),  Kilometerpoint: 4.297,  Lanes on structure: 2,  Lanes under structure: 4,  Length of Maximum Span: 22.4m (73.5ft)

Find on map >>   Show street view

Structure Number: 5A069,  Location: 0.01 mi. West jct CR 1 (Lat: 40.234000,  Lng: -1000.677775),  Route carried "under" structure: County highway 103,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 792 (year 0014),  Truck Traffic: 3%,  Features Intersected: Harmon Creek, CR 1/3,  Facility Carried by Structure: Ramp D (US 22)
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 1.062,  Lanes on structure: 1,  Lanes under structure: 2,  Length of Maximum Span: 42.1m (138.1ft)

Find on map >>   Show street view

Structure Number: 5A07,  Location: 0.09 mi. West jct CR 1 (Lat: 40.394319,  Lng: -80.568669),  Route carried "under" structure: County highway 103,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 792 (year 0014),  Truck Traffic: 3%,  Features Intersected: Harmon Creek, CR 1/3,  Facility Carried by Structure: Exit #3 ramp US22
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 1.046,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 41.1m (134.8ft)

Find on map >>   Show street view

Structure Number: 5A082,  Location: 0.02 mi. North jct US22 (Lat: 40.397400,  Lng: -80.549019),  Route carried "under" structure: US 2200,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 29,310 (year 0014),  Truck Traffic: 11%,  Features Intersected: US Route 22,  Facility Carried by Structure: County Route 13
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 6.936,  Lanes on structure: 5,  Lanes under structure: 5,  Length of Maximum Span: 37.9m (124.3ft)

Find on map >>   Show street view

Structure Number: 5A083,  Location: 0.02 mi. North jct US 22 (Lat: 40.398881,  Lng: -80.526631),  Route carried "under" structure: US 22,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 20,700 (year 2012),  Truck Traffic: 11%,  Features Intersected: US Route 22,  Facility Carried by Structure: West Virginia 105
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 8.851,  Lanes on structure: 3,  Lanes under structure: 4,  Length of Maximum Span: 34.3m (112.5ft)

Find on map >>   Show street view

Structure Number: 15A035,  Location: 0.73 mi. South jct WV 105 (Lat: 40.409339,  Lng: -80.588319),  Route carried "under" structure: State highway 2,  Year Built: 1950,  Structure Length: 0. m,  Features Intersected: West Virginia 2,  Facility Carried by Structure: Overhead Walkway
Minimum Vertical Clearance: 7.77m (25.49ft),  Kilometerpoint: 1.223,  Lanes under structure: 4,  Length of Maximum Span: 19.5m (64.0ft)

Find on map >>   Show street view

Structure Number: 15A036,  Location: 0.63 mi. South jct WV 105 (Lat: 40.411431,  Lng: -80.588150),  Route carried "under" structure: State highway 2,  Year Built: 1950,  Structure Length: 0. m,  Features Intersected: West Virginia 2,  Facility Carried by Structure: Overhead Pipelines
Minimum Vertical Clearance: 7.47m (24.51ft),  Kilometerpoint: 1.384,  Lanes under structure: 4,  Length of Maximum Span: 19.5m (64.0ft)

Find on map >>   Show street view

Structure Number: 15A037,  Location: 0.62 mi. South jct WV 105 (Lat: 40.412431,  Lng: -80.588111),  Route carried "under" structure: State highway 2,  Year Built: 1960,  Structure Length: 0. m,  Features Intersected: West Virginia 2,  Facility Carried by Structure: Overhead Pipeline
Minimum Vertical Clearance: 7.75m (25.43ft),  Kilometerpoint: 1.400,  Lanes under structure: 4,  Length of Maximum Span: 19.5m (64.0ft)

Find on map >>   Show street view

Structure Number: 15A038,  Location: 0.46 mi. South jct WV 105 (Lat: 40.413589,  Lng: -80.588011),  Route carried "under" structure: State highway 2,  Year Built: 1965,  Structure Length: 0. m,  Features Intersected: West Virginia 2,  Facility Carried by Structure: Overhead Pipeline
Minimum Vertical Clearance: 7.67m (25.16ft),  Kilometerpoint: 1.658,  Lanes under structure: 4,  Length of Maximum Span: 27.4m (89.9ft)

Find on map >>   Show street view

Structure Number: 15A039,  Location: 0.29 mi. South jct WV 105 (Lat: 40.415261,  Lng: -80.588300),  Route carried "under" structure: State highway 2,  Year Built: 1965,  Structure Length: 0. m,  Features Intersected: West Virginia 2,  Facility Carried by Structure: Overhead Pipeline
Minimum Vertical Clearance: 11.28m (37.01ft),  Kilometerpoint: 1.931,  Lanes under structure: 4,  Length of Maximum Span: 32.9m (107.9ft)