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

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Structure Number: 150009,  Location: .39 MI S OF US 30 (Lat: 40.622519,  Lng: -80.588250),  Route carried "on" structure: State highway 7,  Year Built: 1880,  Year Reconstructed: 1963,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 11,886 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 16,498 (year 2035),  Design Load: H 20,  Features Intersected: CARPENTER RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.576,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.5m (18.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft)

Condition: Channel: Poor,  Culverts: 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,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2021

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Structure Number: 1502212,  Location: 0.60 MI E OF JCT SR 7 (Lat: 40.617511,  Lng: -80.582961),  Route carried "on" structure: City street M0517,  Year Built: 1991,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 5,322 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,387 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: USR-30,  Facility Carried by Structure: JACKSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.056,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 150222,  Location: 0.83 MI W OF W VA ST LINE (Lat: 40.616250,  Lng: -80.577111),  Route carried "on" structure: US 30,  Year Built: 1992,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 19,457 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 27,006 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.424,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.4m (70.2ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1502239,  Location: 0.93 MI E OF JCT SR 7 (Lat: 40.615939,  Lng: -80.577011),  Route carried "on" structure: Ramp US 30,  Year Built: 1992,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 13,590 (year 2014),  Truck Traffic: 12%,  Average Future Daily Traffic: 18,863 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: RAMP "M" OVER BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.424,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1502298,  Location: .22 MI W OF SR 39 (Lat: 40.624031,  Lng: -80.585339),  Route carried "on" structure: Ramp US 30,  Year Built: 1963,  Status: Open,  Structure Length: 10.09m (33.10ft),  Average Daily Traffic: 3,640 (year 1984),  Truck Traffic: 20%,  Average Future Daily Traffic: 5,052 (year 2004),  Design Load: HS 20,  Features Intersected: SR 7 & PED.WALK(RAMP C&D
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.927,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.6m (97.1ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum 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

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Structure Number: 1502328,  Location: .22 MI W OF SR 39 (Lat: 40.624100,  Lng: -80.585569),  Route carried "on" structure: US 30,  Year Built: 1963,  Status: Open,  Structure Length: 11.00m (36.09ft),  Average Daily Traffic: 10,025 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 13,915 (year 2035),  Design Load: HS 20,  Features Intersected: SR 7,ABAND.RR & PED. WAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.927,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1502344,  Location: 2.93 MI E OF SR 170 (Lat: 40.624661,  Lng: -80.584800),  Route carried "on" structure: City street 325,  Year Built: 1968,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 1,000 (year 1970),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,388 (year 1990),  Design Load: H 15,  Features Intersected: USR-30,  Facility Carried by Structure: NINTH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.391,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 25.6 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: 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy

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Structure Number: 150236,  Location: 1.06 MI E OF SR 39 (Lat: 40.617439,  Lng: -80.570361),  Route carried "on" structure: US 30,  Year Built: 1976,  Status: Open,  Structure Length: 50.51m (165.72ft),  Average Daily Traffic: 19,259 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 26,731 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: APPROACH STRUCTURE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.019,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 28,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.4 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  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: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1502379,  Location: .22 MI W OF SR 39 (Lat: 40.624089,  Lng: -80.585369),  Route carried "on" structure: US 30,  Year Built: 1963,  Status: Open,  Structure Length: 10.55m (34.61ft),  Average Daily Traffic: 10,025 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 13,915 (year 2035),  Design Load: HS 20,  Features Intersected: SR 7,ABAN.RR & PED. WALK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.927,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1502387,  Location: 1.61 MI E OF SR 7 (Lat: 40.620831,  Lng: -80.566361),  Route carried "on" structure: US 30,  Year Built: 1976,  Status: Open,  Structure Length: 14.90m (48.88ft),  Average Daily Traffic: 9,836 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 15,836 (year 2035),  Design Load: HS 20,  Features Intersected: RR;RIVER RD;OHIO R.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.566,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 9 degrees,  Navigation Control: Yes ( Vertical Clearance: 18.4m (60.4ft), Horizontal Clearance: 61.6m (202.1ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 69.5m (228.0ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  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: 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: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 23.87m (78.31ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2021,  Total Project Cost: $957,900,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1502388,  Location: 1.61 MI E OF SR 7 (Lat: 40.621169,  Lng: -80.564139),  Route carried "on" structure: US 30,  Year Built: 1976,  Status: Open,  Structure Length: 23.88m (78.35ft),  Average Daily Traffic: 9,836 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 15,836 (year 2040),  Design Load: HS 20,  Features Intersected: RR;RIVER RD;OHIO R.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.566,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 9 degrees,  Navigation Control: Yes ( Vertical Clearance: 18.4m (60.4ft), Horizontal Clearance: 61.6m (202.1ft)),  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: 69.4m (227.7ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  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: 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 23.87m (78.31ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2020,  Underwater Inspection Date: September 2020,  Other Special Inspection Date: September 2020,  Bridge Improvement Cost: $107,812,000,  Total Project Cost: $107,812,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1502395,  Location: AT APPROACH OHIO R.BR. (Lat: 40.621289,  Lng: -80.566419),  Route carried "on" structure: US 30,  Year Built: 1976,  Status: Open,  Structure Length: 17.80m (58.40ft),  Average Daily Traffic: 7,280 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 11,721 (year 2035),  Design Load: HS 20,  Features Intersected: SR39C;RMPB;RR;RVR RD;OHR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.631,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 9 degrees,  Navigation Control: Yes ( Vertical Clearance: 25.0m (82.0ft), Horizontal Clearance: 61.6m (202.1ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 68.6m (225.1ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 23.71m (77.79ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2021,  Other Special Inspection Date: September 2017,  Total Project Cost: $721,000,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1502396,  Location: AT APPROACH OHIO R.BR. (Lat: 40.621400,  Lng: -80.563919),  Route carried "on" structure: US 30,  Year Built: 1976,  Status: Open,  Structure Length: 23.71m (77.79ft),  Average Daily Traffic: 6,040 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,724 (year 2040),  Design Load: HS 20,  Features Intersected: RIVER RD & OHIO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.631,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 9 degrees,  Navigation Control: Yes ( Vertical Clearance: 25.0m (82.0ft), Horizontal Clearance: 61.6m (202.1ft)),  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: 68.8m (225.7ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 23.71m (77.79ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2020,  Underwater Inspection Date: September 2020,  Other Special Inspection Date: September 2020,  Bridge Improvement Cost: $835,828,000,  Total Project Cost: $835,828,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1502409,  Location: .04 MI E OF SR 7 (Lat: 40.620881,  Lng: -80.587769),  Route carried "on" structure: US 30,  Year Built: 1963,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 9,827 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 13,640 (year 2038),  Design Load: HS 20,  Features Intersected: SIDE HILL (E.B.ONLY)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.361,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable 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

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Structure Number: 1502425,  Location: .2 MI E OF SR 7 (Lat: 40.620900,  Lng: -80.587431),  Route carried "on" structure: Other road ,  Year Built: 1905,  Status: Posted for load,  Structure Length: 48.46m (158.99ft),  Average Daily Traffic: 6,182 (year 2016),  Average Future Daily Traffic: 8,581 (year 2036),  Design Load: H 10,  Features Intersected: USR 30,  Facility Carried by Structure: TOLL BRIDGE TO WVA
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: Toll bridge,  Owner: Private,  Approaching Roadway Width: 9.1m (29.9ft),  Navigation Control: Yes ( Vertical Clearance: 13.4m (44.0ft), Horizontal Clearance: 221.0m (725.1ft)),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 226.3m (742.5ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 9.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 3.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2019,  Critical Feature Inspection Date: September 2020,  Underwater Inspection Date: September 2019,  Deck Structure Type: Open Grating,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 1502689,  Location: RAMP B@US30 OHIO RIVER BR (Lat: 40.622489,  Lng: -80.564839),  Route carried "on" structure: Ramp US 30,  Year Built: 1976,  Status: Open,  Structure Length: 11.00m (36.09ft),  Average Daily Traffic: 4,170 (year 1980),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,788 (year 2000),  Design Load: HS 20,  Features Intersected: SR39C;RR;Ohio R.;Rvr Rd
Minimum Vertical Clearance: 5.87m (19.26ft),  Kilometerpoint: 57.724,  Lanes on structure: 2,  Lanes under structure: 4,  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: 4,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very 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: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior 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: Monolithic Concrete,  Deck Protection: Other

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Structure Number: 1502697,  Location: Ramp A US30 OHIO RIVER RD (Lat: 40.623611,  Lng: -80.562900),  Route carried "on" structure: Ramp State highway 39,  Year Built: 1976,  Status: Open,  Structure Length: 14.09m (46.23ft),  Average Daily Traffic: 2,557 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 5,788 (year 2035),  Design Load: HS 20,  Features Intersected: RR; RIVER RD; Ohio R.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.750,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.66m (44.82ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2021,  Other Special Inspection Date: September 2017,  Bridge Improvement Cost: $345,000,000,  Total Project Cost: $345,000,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1502698,  Location: Ramp A US30 OHIO RIVER RD (Lat: 40.621769,  Lng: -80.563439),  Route carried "on" structure: Ramp US 30,  Year Built: 1976,  Status: Open,  Structure Length: 13.65m (44.78ft),  Average Daily Traffic: 1,559 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 2,164 (year 2040),  Design Load: HS 20,  Features Intersected: RR; RIVER RD; Ohio R.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.750,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 9 degrees,  Navigation Control: Yes ( Vertical Clearance: 23.5m (77.1ft), Horizontal Clearance: 67.1m (220.1ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 65.5m (214.9ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.1m (29.9ft)

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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.66m (44.82ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2020,  Underwater Inspection Date: September 2020,  Other Special Inspection Date: September 2020,  Bridge Improvement Cost: $388,300,000,  Total Project Cost: $388,300,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1502719,  Location: 1.1 MI.W. OF PA ST.LINE (Lat: 40.639339,  Lng: -80.536889),  Route carried "on" structure: State highway 39,  Year Built: 1998,  Status: Open,  Structure Length: 1.05m (3.44ft),  Average Daily Traffic: 11,989 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 16,641 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: WELLS RUN,  Facility Carried by Structure: PENNSYLVANIA AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.261,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Excellent,  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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 15048,  Location: .39 MI S OF US 30 (Lat: 40.624400,  Lng: -80.586100),  Route carried "on" structure: Ramp State highway 7,  Year Built: 1963,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 7,010 (year 2009),  Average Future Daily Traffic: 9,730 (year 2029),  Design Load: HS 20,  Features Intersected: RAMP D OVER SR267 LISBON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.560,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1539736,  Location: 0.5 MI N SR39 (Lat: 40.646200,  Lng: -80.538369),  Route carried "on" structure: County highway T1130,  Year Built: 1930,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 291 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 404 (year 2035),  Design Load: HS 20,  Features Intersected: NO NAME,  Facility Carried by Structure: FISHER RD 1130
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.039,  Lanes on structure: 2,  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: 7.3m (24.0ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  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: 61.6 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Deck Structure Type: Open Grating

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Structure Number: 1502212,  Location: 0.60 MI E OF JCT SR 7 (Lat: 40.617511,  Lng: -80.582961),  Route carried "under" structure: US 30,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 15,840 (year 2016),  Truck Traffic: 9%,  Features Intersected: JACKSON ST,  Facility Carried by Structure: JACKSON STREET
Minimum Vertical Clearance: 6.38m (20.93ft),  Kilometerpoint: 55.893,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 150222,  Location: 0.83 MI W OF W VA ST LINE (Lat: 40.616250,  Lng: -80.577111),  Route carried "under" structure: City street BRWAY,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 3,030 (year 2015),  Truck Traffic: 7%,  Features Intersected: US. 30,  Facility Carried by Structure: US 30 & RAMP 'O'
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 0.032,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.4m (70.2ft)

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Structure Number: 1502239,  Location: 0.93 MI E OF JCT SR 7 (Lat: 40.615939,  Lng: -80.577011),  Route carried "under" structure: City street BDWAY,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 3,030 (year 2015),  Truck Traffic: 7%,  Features Intersected: "RAMP ""M"" US 30",  Facility Carried by Structure: RAMP 'M' TO US 30
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 0.016,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 1502298,  Location: .22 MI W OF SR 39 (Lat: 40.624031,  Lng: -80.585339),  Route carried "under" structure: State highway 7,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 12,329 (year 2015),  Truck Traffic: 10%,  Features Intersected: US 30
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 9.656,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 1502328,  Location: .22 MI W OF SR 39 (Lat: 40.624100,  Lng: -80.585569),  Route carried "under" structure: State highway 7,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 12,329 (year 2015),  Truck Traffic: 10%,  Features Intersected: US 30,  Facility Carried by Structure: U S30
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 9.624,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 1502344,  Location: 2.93 MI E OF SR 170 (Lat: 40.624661,  Lng: -80.584800),  Route carried "under" structure: US 30,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 16,784 (year 2016),  Truck Traffic: 25%,  Features Intersected: 9TH ST,  Facility Carried by Structure: NINTH ST
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 54.830,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 1502379,  Location: .22 MI W OF SR 39 (Lat: 40.624089,  Lng: -80.585369),  Route carried "under" structure: State highway 7,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 12,329 (year 2015),  Truck Traffic: 10%,  Features Intersected: US 30,  Facility Carried by Structure: US 30
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 9.640,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 1502387,  Location: 1.61 MI E OF SR 7 (Lat: 40.620831,  Lng: -80.566361),  Route carried "under" structure: City street RIVRD,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2000),  Truck Traffic: 1%,  Features Intersected: US30 EB,  Facility Carried by Structure: US 30 EB
Minimum Vertical Clearance: 10.36m (33.99ft),  Kilometerpoint: 6.437,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 69.5m (228.0ft)

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Structure Number: 1502388,  Location: 1.61 MI E OF SR 7 (Lat: 40.621169,  Lng: -80.564139),  Route carried "under" structure: City street RIVRD,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2000),  Truck Traffic: 1%,  Features Intersected: US30 EB,  Facility Carried by Structure: RIVER RD
Minimum Vertical Clearance: 10.36m (33.99ft),  Kilometerpoint: 6.437,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 69.4m (227.7ft)

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Structure Number: 1502395,  Location: AT APPROACH OHIO R.BR. (Lat: 40.621289,  Lng: -80.566419),  Route carried "under" structure: Ramp US 30,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 1,886 (year 2017),  Truck Traffic: 3%,  Features Intersected: US 30 WB
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 57.726,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 68.6m (225.1ft)

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Structure Number: 1502395,  Location: AT APPROACH OHIO R.BR. (Lat: 40.621289,  Lng: -80.566419),  Route carried "under" structure: State highway 39,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 2,985 (year 2017),  Truck Traffic: 28%,  Features Intersected: US 30 WB
Minimum Vertical Clearance: 10.36m (33.99ft),  Kilometerpoint: 32.010,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 68.6m (225.1ft)

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Structure Number: 1502396,  Location: AT APPROACH OHIO R.BR. (Lat: 40.621400,  Lng: -80.563919),  Route carried "under" structure: County highway C9001,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 404 (year 2018),  Truck Traffic: 11%,  Features Intersected: US 30 WB,  Facility Carried by Structure: US 30 WB
Minimum Vertical Clearance: 10.36m (33.99ft),  Kilometerpoint: 1.181,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 68.8m (225.7ft)

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Structure Number: 1502425,  Location: .2 MI E OF SR 7 (Lat: 40.620900,  Lng: -80.587431),  Route carried "under" structure: US 30,  Year Built: 1905,  Structure Length: 0. m,  Average Daily Traffic: 15,840 (year 2016),  Truck Traffic: 9%,  Features Intersected: NEWELL BRIDGE CR-512,  Facility Carried by Structure: TOLL BRIDGE TO WVA
Minimum Vertical Clearance: 5.89m (19.32ft),  Kilometerpoint: 55.302,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 226.3m (742.5ft)

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Structure Number: 1502689,  Location: RAMP B@US30 OHIO RIVER BR (Lat: 40.622489,  Lng: -80.564839),  Route carried "under" structure: City street RIVRD,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 477 (year 2019),  Truck Traffic: 12%,  Features Intersected: RAMP B SR 39NC-US30C,  Facility Carried by Structure: RIVER RD
Minimum Vertical Clearance: 10.36m (33.99ft),  Kilometerpoint: 6.437,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 1502689,  Location: RAMP B@US30 OHIO RIVER BR (Lat: 40.622489,  Lng: -80.564839),  Route carried "under" structure: State highway 39,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 2,775 (year 2019),  Truck Traffic: 24%,  Features Intersected: RAMP B SR 39NC-US30C
Minimum Vertical Clearance: 10.72m (35.17ft),  Kilometerpoint: 32.686,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 1502697,  Location: Ramp A US30 OHIO RIVER RD (Lat: 40.623611,  Lng: -80.562900),  Route carried "under" structure: City street RIVRD,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 247 (year 2015),  Truck Traffic: 4%,  Features Intersected: RAMP A,  Facility Carried by Structure: RAMP A US30 TO S39
Minimum Vertical Clearance: 10.36m (33.99ft),  Kilometerpoint: 6.437,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 1502698,  Location: Ramp A US30 OHIO RIVER RD (Lat: 40.621769,  Lng: -80.563439),  Route carried "under" structure: City street RIVRD,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 247 (year 2015),  Truck Traffic: 4%,  Features Intersected: RAMP A,  Facility Carried by Structure: RAMP A US30NC-SR39
Minimum Vertical Clearance: 10.36m (33.99ft),  Kilometerpoint: 6.437,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 65.5m (214.9ft)

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Structure Number: 15048,  Location: .39 MI S OF US 30 (Lat: 40.624400,  Lng: -80.586100),  Route carried "under" structure: State highway 267,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 3,459 (year 2015),  Truck Traffic: 10%,  Features Intersected: SR 7 SB RAMP,  Facility Carried by Structure: SR 7 RAMP D
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)