Bridge Statistics for Neffs, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

Find on map >>   Show street view

Structure Number: 701599,  Location: 0.9 MI.E.OF CR 214 (Lat: 40.066611,  Lng: -80.821331),  Route carried "on" structure: US 40,  Year Built: 1932,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 22.98m (75.39ft),  Average Daily Traffic: 7,734 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 10,735 (year 2035),  Design Load: HS 20,  Features Intersected: WHLNG CR,CR.10 & ABND.RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.626,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 7,  Length of Maximum Span: 40.5m (132.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.0m,  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 22.98m (75.39ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Roadway Improvement Cost: $60,000,  Total Project Cost: $300,000,  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: 70287,  Location: AT JUNCTION WITH IR 470 (Lat: 40.068261,  Lng: -80.842869),  Route carried "on" structure: Interstate 70,  Year Built: 1982,  Status: Open,  Structure Length: 7.23m (23.72ft),  Average Daily Traffic: 20,981 (year 2015),  Truck Traffic: 32%,  Average Future Daily Traffic: 29,122 (year 2035),  Design Load: HS 20,  Features Intersected: IR 470 (WB LANES ONLY)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.343,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 25 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.4m (93.2ft),  Curb-To-Curb Width: 30.3m (99.4ft),  Out-to-Out Width: 32.4m (106.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 702889,  Location: 1.05 M E OF BANFIELD RD (Lat: 40.068519,  Lng: -80.843050),  Route carried "on" structure: Ramp Interstate 70,  Year Built: 1982,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 17,890 (year 2000),  Truck Traffic: 20%,  Average Future Daily Traffic: 24,831 (year 2020),  Design Load: HS 20,  Features Intersected: IR 470 (WB LANES ONLY)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.343,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 703478,  Location: 3.59 MI W OF JCT SR 7 (Lat: 39.993769,  Lng: -80.790181),  Route carried "on" structure: State highway 147,  Year Built: 1992,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 1,054 (year 2015),  Truck Traffic: 13%,  Average Future Daily Traffic: 1,463 (year 2035),  Design Load: HS 20,  Features Intersected: BROOKS RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.157,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  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: 13.7m (44.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to 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 12 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Find on map >>   Show street view

Structure Number: 703494,  Location: 3.4 MI W OF SR 7 (Lat: 39.993881,  Lng: -80.786831),  Route carried "on" structure: State highway 147,  Year Built: 1992,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 1,054 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,463 (year 2035),  Design Load: HS 20,  Features Intersected: BROOKS RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.462,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  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: 16.2m (53.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to 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 12 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Find on map >>   Show street view

Structure Number: 704784,  Location: 2.67 MI. N. B & 0 RR (Lat: 40.018611,  Lng: -80.787869),  Route carried "on" structure: State highway 149,  Year Built: 1978,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 3,386 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,700 (year 2038),  Design Load: HS 20,  Features Intersected: MCMAHON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.359,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

Find on map >>   Show street view

Structure Number: 704792,  Location: 3.23 MI. N. OF B&O RR (Lat: 40.022169,  Lng: -80.796900),  Route carried "on" structure: State highway 149,  Year Built: 1978,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 3,386 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,700 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: MCMAHON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.260,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

Find on map >>   Show street view

Structure Number: 704806,  Location: 9.64 MI EAST OF JCT SR 9 (Lat: 40.027239,  Lng: -80.815189),  Route carried "on" structure: State highway 149,  Year Built: 1991,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 3,386 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,700 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: DIXON HILL RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.707,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Find on map >>   Show street view

Structure Number: 70483,  Location: 1.28 M E OF BANFIELD RD (Lat: 40.066981,  Lng: -80.837181),  Route carried "on" structure: County highway C0214,  Year Built: 1959,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 1,933 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,683 (year 2036),  Design Load: H 15,  Features Intersected: IR 70,  Facility Carried by Structure: CR-214 HIGH RIDGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.014,  Lanes on structure: 2,  Lanes under structure: 5,  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: 4,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 704865,  Location: 3.32 M S OF B&O RR (Lat: 40.024381,  Lng: -80.837200),  Route carried "on" structure: State highway 149,  Year Built: 1986,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 573 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 795 (year 2035),  Design Load: HS 20,  Features Intersected: BRANCH OF MCMAHON CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.879,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

Find on map >>   Show street view

Structure Number: 706191,  Location: .15 M E OF ACCESS RD (Lat: 40.059261,  Lng: -80.829639),  Route carried "on" structure: ServiceCounty highway T1540,  Year Built: 1982,  Status: Open,  Structure Length: 10.09m (33.10ft),  Average Daily Traffic: 446 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 619 (year 2035),  Design Load: HS 20,  Features Intersected: IR 470,  Facility Carried by Structure: MAPLE DR TR-1540
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.130,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 22.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Critical Feature Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 706221,  Location: 1.27 M E OF ACCESS ROAD (Lat: 40.051289,  Lng: -80.811019),  Route carried "on" structure: County highway 30,  Year Built: 1982,  Status: Open,  Structure Length: 9.47m (31.07ft),  Average Daily Traffic: 2,106 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,100 (year 2036),  Design Load: HS 20,  Features Intersected: IR 470,  Facility Carried by Structure: DIXON HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.906,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.3m (30.5ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 35.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 26.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 706264,  Location: 3.4 MI.W. SR 7 (Lat: 40.050019,  Lng: -80.795581),  Route carried "on" structure: County highway 214,  Year Built: 1982,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 3,803 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,279 (year 2038),  Design Load: HS 20,  Features Intersected: IR 470
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.892,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 706736,  Location: 8.92 MI. N. OF B&O RR. (Lat: 40.027219,  Lng: -80.819139),  Route carried "on" structure: State highway 149,  Year Built: 1999,  Status: Open,  Structure Length: 1.82m (5.97ft),  Average Daily Traffic: 2,938 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,078 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: LITTLE MCMAHON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.012,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 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: 706752,  Location: 6.64 MI EAST OF JCT SR 9 (Lat: 40.014281,  Lng: -80.850989),  Route carried "on" structure: State highway 149,  Year Built: 1991,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 573 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 795 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: BULL RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.810,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  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: 12.5m (41.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 730297,  Location: 0.94 MI. E OF SR 149 (Lat: 40.025961,  Lng: -80.795219),  Route carried "on" structure: County highway C0003,  Year Built: 1938,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 477 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 662 (year 2035),  Design Load: H 15,  Features Intersected: MOSS RUN,  Facility Carried by Structure: CH 3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.513,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 730491,  Location: 2.33 MI NW OF JCT SR 149 (Lat: 40.045911,  Lng: -80.849511),  Route carried "on" structure: County highway C0004,  Year Built: 1930,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 775 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,076 (year 2035),  Features Intersected: LITTLE MCMAHON CREEK,  Facility Carried by Structure: CH 4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.725,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2021

Find on map >>   Show street view

Structure Number: 730688,  Location: 0.23 MI N OF JCT US 40 (Lat: 40.069211,  Lng: -80.819539),  Route carried "on" structure: County highway C0010,  Year Built: 1954,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 805 (year 2015),  Truck Traffic: 16%,  Average Future Daily Traffic: 1,117 (year 2035),  Design Load: HS 15,  Features Intersected: WHEELING CREEK,  Facility Carried by Structure: CH 10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.550,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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,  Designated Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 730697,  Location: 2028 MI E OF JCT CH 4 LT (Lat: 40.086400,  Lng: -80.839881),  Route carried "on" structure: County highway C0010,  Year Built: 2015,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 6,436 (year 2015),  Truck Traffic: 15%,  Average Future Daily Traffic: 8,933 (year 2035),  Design Load: HL 93,  Features Intersected: WHEELING CREEK,  Facility Carried by Structure: CH 10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.541,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable criteria,  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: 4.57m (14.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 730718,  Location: 1.43 MI N OF JCT US 40 (Lat: 40.080961,  Lng: -80.830319),  Route carried "on" structure: County highway C0010,  Year Built: 1930,  Status: Posted for load,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 805 (year 2015),  Truck Traffic: 16%,  Average Future Daily Traffic: 1,117 (year 2035),  Features Intersected: BRANCH OF WHEELING CREEK,  Facility Carried by Structure: CH 10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.619,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 14.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 11.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2021

Find on map >>   Show street view

Structure Number: 732494,  Location: 0.25 MI FROM JCT SR 149 (Lat: 40.024511,  Lng: -80.812461),  Route carried "on" structure: County highway T1195,  Year Built: 1945,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 451 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 626 (year 2035),  Design Load: H 15,  Features Intersected: MCMAHON CREEK,  Facility Carried by Structure: TR 1195 QUINCY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 4.0m (13.1ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 732664,  Location: 0.11 MI N OF JCT CH 4 (Lat: 40.048661,  Lng: -80.857989),  Route carried "on" structure: County highway T0314,  Year Built: 1950,  Status: Posted for load,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 96 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 133 (year 2035),  Design Load: H 15,  Features Intersected: AULTS RUN,  Facility Carried by Structure: TR 314
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 1,  Owner: County 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: 7.6m (24.9ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 5.4m (17.7ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 35.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Deck Structure Type: Wood or Timber

Find on map >>   Show street view

Structure Number: 733459,  Location: 0.01 Miles South SR 149 (Lat: 40.025031,  Lng: -80.823250),  Route carried "on" structure: County highway C0004,  Year Built: 2014,  Status: Open,  Structure Length: 3.00m (9.84ft),  Average Daily Traffic: 1,117 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,508 (year 2035),  Design Load: HL 93,  Features Intersected: McMahon Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.477,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 51.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 733823,  Location: 0.01 MI WEST OF CR 4 (Lat: 40.034439,  Lng: -80.825550),  Route carried "on" structure: County highway T0281,  Year Built: 2019,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 96 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 133 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: MC MAHON CREEK,  Facility Carried by Structure: TR 281
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 64.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

Find on map >>   Show street view

Structure Number: 733873,  Location: 0.01 MI E OF JCT CH 4 (Lat: 40.043081,  Lng: -80.847311),  Route carried "on" structure: County highway T1249,  Year Built: 1987,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 775 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,076 (year 2035),  Design Load: HL 93,  Features Intersected: MCMAHON CREEK,  Facility Carried by Structure: TR 1249 WILLOW GRV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Wood or Timber

Find on map >>   Show street view

Structure Number: 734659,  Location: 1.43 MI NW OF JCT SR 149 (Lat: 40.038619,  Lng: -80.838050),  Route carried "on" structure: County highway C0004,  Year Built: 2002,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 775 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,076 (year 2035),  Design Load: HS 20,  Features Intersected: LITTLE MCMAHON CREEK,  Facility Carried by Structure: CH 4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.277,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 737372,  Location: 0.01 MI W OF JCT SR 149 (Lat: 40.031511,  Lng: -80.822669),  Route carried "on" structure: County highway T316A,  Year Built: 2011,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 155 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 215 (year 2035),  Design Load: HL 93,  Features Intersected: MC MAHON CREEK,  Facility Carried by Structure: TR 316A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

Find on map >>   Show street view

Structure Number: 70287,  Location: AT JUNCTION WITH IR 470 (Lat: 40.068261,  Lng: -80.842869),  Route carried "under" structure: Interstate 470,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 19,785 (year 2015),  Truck Traffic: 19%,  Features Intersected: IR 70,  Facility Carried by Structure: IR-70
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 0.402,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.4m (93.2ft)

Find on map >>   Show street view

Structure Number: 702889,  Location: 1.05 M E OF BANFIELD RD (Lat: 40.068519,  Lng: -80.843050),  Route carried "under" structure: Interstate 470,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 19,785 (year 2015),  Truck Traffic: 19%,  Features Intersected: RAMP'B' TO IR70 W.B.,  Facility Carried by Structure: RAMP B OF IR 70
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 0.386,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

Find on map >>   Show street view

Structure Number: 70483,  Location: 1.28 M E OF BANFIELD RD (Lat: 40.066981,  Lng: -80.837181),  Route carried "under" structure: Interstate 70,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 21,363 (year 2016),  Truck Traffic: 20%,  Features Intersected: CR-214 HIGH RIDGE RD,  Facility Carried by Structure: CR-214 HIGH RIDGE
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 34.870,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.4m (57.1ft)

Find on map >>   Show street view

Structure Number: 706191,  Location: .15 M E OF ACCESS RD (Lat: 40.059261,  Lng: -80.829639),  Route carried "under" structure: Interstate 470,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 40,361 (year 2016),  Truck Traffic: 19%,  Features Intersected: MAPLE DR TR-1540,  Facility Carried by Structure: MAPLE DR TR-1540
Minimum Vertical Clearance: 18.29m (60.01ft),  Kilometerpoint: 2.029,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Frame,  Length of Maximum Span: 41.1m (134.8ft)

Find on map >>   Show street view

Structure Number: 706221,  Location: 1.27 M E OF ACCESS ROAD (Lat: 40.051289,  Lng: -80.811019),  Route carried "under" structure: Interstate 470,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 40,361 (year 2016),  Truck Traffic: 19%,  Features Intersected: DIXON HILL RD CR-30,  Facility Carried by Structure: DIXON HILL RD CR-3
Minimum Vertical Clearance: 10.21m (33.50ft),  Kilometerpoint: 3.837,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

Find on map >>   Show street view

Structure Number: 706264,  Location: 3.4 MI.W. SR 7 (Lat: 40.050019,  Lng: -80.795581),  Route carried "under" structure: Interstate 470,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 38,429 (year 2016),  Truck Traffic: 23%,  Features Intersected: CR-214 HIGH RIDGE RD,  Facility Carried by Structure: CR 214 HIGH RIDGE
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 5.182,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)