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

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Structure Number: 35A02,  Location: 0.04 mi. North jct US 40 (Lat: 40.073931,  Lng: -80.599369),  Route carried "on" structure: County highway 27,  Year Built: 1949,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 150 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 183 (year 2039),  Features Intersected: Little Wheeling Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.07m (6.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $25,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $35,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 35A021,  Location: 0.30 mi. North jct US 40 (Lat: 40.077419,  Lng: -80.599711),  Route carried "on" structure: County highway 27,  Year Built: 1928,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 150 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 183 (year 2039),  Features Intersected: Roneys Point Run
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Fair,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.59m (5.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $223,000,  Roadway Improvement Cost: $219,000,  Total Project Cost: $580,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35A023,  Location: 0.98 mi. North jct US 40 (Lat: 40.091261,  Lng: -80.597050),  Route carried "on" structure: County highway 29,  Year Built: 1926,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 750 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,013 (year 2040),  Features Intersected: Dixon Run
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.577,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.9m (32.5ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.07m (3.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $125,000,  Roadway Improvement Cost: $122,000,  Total Project Cost: $291,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35A024,  Location: 0.01 mi. North jct US 40 (Lat: 40.082589,  Lng: -80.580989),  Route carried "on" structure: County highway 31,  Year Built: 1988,  Status: Open,  Structure Length: 1.63m (5.35ft),  Average Daily Traffic: 800 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 976 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: Little Wheeling Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 5.2m (17.1ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 65.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $221,000,  Roadway Improvement Cost: $209,000,  Total Project Cost: $430,000 ( Estimate for 2018),  Deck Structure Type: Open Grating,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 35A025,  Location: 1.24 mi. North jct US 40 (Lat: 40.098939,  Lng: -80.585300),  Route carried "on" structure: County highway 31,  Year Built: 1928,  Status: Posted for load,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 800 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 976 (year 2039),  Features Intersected: Battle Run
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.996,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $174,000,  Roadway Improvement Cost: $172,000,  Total Project Cost: $346,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35A026,  Location: 0.63 mi. North jct US 40 (Lat: 40.096489,  Lng: -80.572269),  Route carried "on" structure: County highway 35,  Year Built: 1926,  Status: Posted for load,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 850 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,148 (year 2040),  Features Intersected: McGraws Run
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.014,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.5m (34.4ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Channel: Poor,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Other Special Inspection Date: May 2021,  Bridge Improvement Cost: $273,000,  Roadway Improvement Cost: $270,000,  Total Project Cost: $543,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35A03,  Location: 0.01 mi. East jct CR 39/6 (Lat: 40.044450,  Lng: -80.544419),  Route carried "on" structure: County highway 392,  Year Built: 1971,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 750 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 915 (year 2039),  Design Load: HS 20,  Features Intersected: Middle Wheeling Creek,  Facility Carried by Structure: County Route 39/2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.68m (5.51ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2020,  Other Special Inspection Date: September 2021,  Bridge Improvement Cost: $50,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $51,000 ( Estimate for 2021),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 35A044,  Location: 0.25 mi. West jct CR27 (Lat: 40.075719,  Lng: -80.594739),  Route carried "on" structure: US 40,  Year Built: 1987,  Status: Open,  Structure Length: 2.18m (7.15ft),  Average Daily Traffic: 3,400 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,590 (year 2040),  Design Load: HS 20,  Features Intersected: Little Wheeling Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.896,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  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: Fair,  Operating Rating: 83.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 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: Equal to present minimum criteria,  Length Of Structure Improvement: 2.16m (7.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $66,000,  Total Project Cost: $66,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 35A045,  Location: 0.16 mi. West jct CR29 (Lat: 40.076919,  Lng: -80.591411),  Route carried "on" structure: US 40,  Year Built: 1986,  Status: Open,  Structure Length: 2.55m (8.37ft),  Average Daily Traffic: 3,700 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,995 (year 2039),  Design Load: HS 20,  Features Intersected: Little Wheeling Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.234,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.1m (79.1ft),  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: 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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.56m (8.40ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $78,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $88,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 35A046,  Location: 0.23 mi. East jct CR 31 (Lat: 40.084900,  Lng: -80.578211),  Route carried "on" structure: US 40,  Year Built: 1917,  Year Reconstructed: 1989,  Status: Posted for load,  Structure Length: 1.96m (6.43ft),  Average Daily Traffic: 3,700 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,995 (year 2039),  Features Intersected: Little Wheeling Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.731,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 11.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of replacement,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.93m (9.61ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: December 2020,  Other Special Inspection Date: December 2021,  Bridge Improvement Cost: $542,000,  Roadway Improvement Cost: $535,000,  Total Project Cost: $1,100,000 ( Estimate for 2017),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35A047,  Location: 0.01 mi. West jct CR35 (Lat: 40.087769,  Lng: -80.570211),  Route carried "on" structure: US 40,  Year Built: 1941,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 3,400 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,590 (year 2040),  Features Intersected: McGraws Run
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.519,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.1m (26.6ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $120,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $170,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35A048,  Location: 0.03 Mi. West Jct CR 40/4 (Lat: 40.089750,  Lng: -80.562719),  Route carried "on" structure: US 40,  Year Built: 1937,  Status: Posted for load,  Structure Length: 1.64m (5.38ft),  Average Daily Traffic: 1,300 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,755 (year 2039),  Design Load: H 15,  Features Intersected: Little Wheeling Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.227,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.41m (7.91ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 11 months,  Inspection Date: June 2020,  Other Special Inspection Date: July 2021,  Bridge Improvement Cost: $414,000,  Roadway Improvement Cost: $406,000,  Total Project Cost: $1,069,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35A049,  Location: 0.24 Mi. East Jct CR 40/5 (Lat: 40.098411,  Lng: -80.555400),  Route carried "on" structure: US 40,  Year Built: 1933,  Status: Posted for load,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 950 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,283 (year 2040),  Features Intersected: Little Wheeling Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.434,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Fair,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.01m (6.59ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: December 2021,  Other Special Inspection Date: December 2021,  Bridge Improvement Cost: $253,000,  Roadway Improvement Cost: $220,000,  Total Project Cost: $473,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35A05,  Location: 0.38 mi. West jct CR45 (Lat: 40.103861,  Lng: -80.548011),  Route carried "on" structure: US 40,  Year Built: 1922,  Status: Open,  Structure Length: 1.63m (5.35ft),  Average Daily Traffic: 950 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,583 (year 2040),  Features Intersected: Little Wheeling Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.319,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Superstructure: Poor,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  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: 2.74m (8.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $350,000,  Roadway Improvement Cost: $300,000,  Total Project Cost: $675,000 ( Estimate for 2019)

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Structure Number: 35A054,  Location: 0.01 mi. East jct CR39/6 (Lat: 40.044019,  Lng: -80.551339),  Route carried "on" structure: County highway 43,  Year Built: 1980,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 3,400 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,590 (year 2039),  Design Load: HS 20,  Features Intersected: Middle Wheeling Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.38m (7.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $56,000,  Total Project Cost: $56,000 ( Estimate for 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: 35A079,  Location: Jct I-70 & CR 41 (Lat: 40.067261,  Lng: -80.568519),  Route carried "on" structure: Interstate 70,  Year Built: 1965,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 5.68m (18.64ft),  Average Daily Traffic: 18,350 (year 2019),  Truck Traffic: 28%,  Average Future Daily Traffic: 27,342 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: County Route 41
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.799,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 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: 24.5m (80.4ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 63.5 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.70m (18.70ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 2020,  Other Special Inspection Date: June 2021,  Bridge Improvement Cost: $280,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $380,000 ( Estimate for 2018),  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: 35A08,  Location: Jct I-70 and CR 41 (Lat: 40.067181,  Lng: -80.568150),  Route carried "on" structure: Interstate 70,  Year Built: 1965,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 5.63m (18.47ft),  Average Daily Traffic: 18,350 (year 2019),  Truck Traffic: 28%,  Average Future Daily Traffic: 27,342 (year 2039),  Design Load: HS 20,  Features Intersected: County Route 41
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.799,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 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: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.61m (18.41ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 2020,  Other Special Inspection Date: June 2021,  Bridge Improvement Cost: $275,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $375,000 ( Estimate for 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: 35A081,  Location: 1.47 mi. East jct CR 41 (Lat: 40.083081,  Lng: -80.546781),  Route carried "on" structure: Interstate 70,  Year Built: 1964,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 15,900 (year 2019),  Truck Traffic: 28%,  Average Future Daily Traffic: 23,691 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: County Route 39/4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.423,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  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: Somewhat better than minimum adequacy,  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: 3.99m (13.09ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2021,  Other Special Inspection Date: Febuary 2021,  Bridge Improvement Cost: $101,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $201,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 35A082,  Location: 1.47 mi. East jct CR 41 (Lat: 40.082911,  Lng: -80.546531),  Route carried "on" structure: Interstate 70,  Year Built: 1964,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 15,900 (year 2019),  Truck Traffic: 28%,  Average Future Daily Traffic: 25,440 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: County Route 39/4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.423,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: 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: Somewhat better than minimum adequacy,  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: 3.99m (13.09ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2020,  Other Special Inspection Date: May 2021,  Bridge Improvement Cost: $101,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $201,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 35A138,  Location: 0.47 Mi. West Jct CR 41/1 (Lat: 40.061731,  Lng: -80.592739),  Route carried "on" structure: County highway 65,  Year Built: 2004,  Status: Open,  Structure Length: 8.63m (28.31ft),  Average Daily Traffic: 6,674 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,142 (year 2037),  Features Intersected: Interstate 70
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.756,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  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: 35A146,  Location: 0.02mi. North JCT US 40 (Lat: 40.078950,  Lng: -80.589931),  Route carried "on" structure: County highway 29,  Year Built: 2018,  Status: Open,  Structure Length: 1.70m (5.58ft),  Average Daily Traffic: 800 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 216 (year 2039),  Design Load: HL 93,  Features Intersected: Little Wheeling Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 45.4 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: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 35A053,  Location: 0.02 mi. East jct US 40 (Lat: 40.094931,  Lng: -80.555981),  Route carried "under" structure: County highway 405,  Year Built: 1926,  Structure Length: 0. m,  Features Intersected: County Route 40/5,  Facility Carried by Structure: Abandone RR R/W
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.032,  Lanes under structure: 2,  Length of Maximum Span: 9.1m (29.9ft)

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Structure Number: 35A08,  Location: Jct I-70 and CR 41 (Lat: 40.067281,  Lng: -80.568519),  Route carried "under" structure: County highway 41,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 3,271 (year 2014),  Truck Traffic: 7%,  Features Intersected: County Route 41,  Facility Carried by Structure: Interstate 70 EB
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 3.009,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 35A081,  Location: 1.47 mi. East jct CR 41 (Lat: 40.082931,  Lng: -80.546489),  Route carried "under" structure: County highway 394,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 0014),  Features Intersected: County Route 39/4,  Facility Carried by Structure: Interstate 70 WB
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 3.170,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 15.5m (50.9ft)

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Structure Number: 35A082,  Location: 1.47 mi. East jct CR 41 (Lat: 40.083061,  Lng: -80.546750),  Route carried "under" structure: County highway 394,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2011),  Truck Traffic: 28%,  Features Intersected: County Route 39/4,  Facility Carried by Structure: Interstate 70 EB
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 3.170,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 15.5m (50.9ft)

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Structure Number: 35A138,  Location: 0.47 Mi. West Jct CR 41/1 (Lat: 40.061731,  Lng: -80.592739),  Route carried "under" structure: Interstate 70,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 42,000 (year 0009),  Truck Traffic: 28%,  Features Intersected: Interstate 70,  Facility Carried by Structure: County Route 65
Minimum Vertical Clearance: 7.93m (26.02ft),  Kilometerpoint: 16.093,  Lanes on structure: 5,  Lanes under structure: 6,  Length of Maximum Span: 42.7m (140.1ft)