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

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Structure Number: 1502212,  Location: 0.60 MI E OF JCT SR 7 (Lat: 40.618333,  Lng: -80.585000),  Route carried "on" structure: City street JCKSN,  Year Built: 1991,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 4,600 (year 1990),  Truck Traffic: 7%,  Average Future Daily Traffic: 27,413 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: US 30,  Facility Carried by Structure: JACKSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.020,  Lanes on structure: 2,  Lanes under structure: 4,  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: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  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: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 150222,  Location: 0.83 MI W OF W VA ST LINE (Lat: 40.615000,  Lng: -80.590000),  Route carried "on" structure: US 30,  Year Built: 1992,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 19,060 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 27,413 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.450,  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: 21.3m (69.9ft),  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: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1502239,  Location: 0.93 MI E OF JCT SR 7 (Lat: 40.615000,  Lng: -80.590000),  Route carried "on" structure: Ramp US 30,  Year Built: 1992,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 13,590 (year 1992),  Truck Traffic: 12%,  Average Future Daily Traffic: 18,863 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: RAMP "M" OVER BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.450,  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: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1502298,  Location: .22 MI W OF SR 39 (Lat: 40.623333,  Lng: -80.586667),  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: 21%,  Average Future Daily Traffic: 5,052 (year 2025),  Design Load: HS 20,  Features Intersected: SR 7 & PED.WALK(RAMP C&D
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.950,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 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: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: July 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1502328,  Location: .22 MI W OF SR 39 (Lat: 40.623333,  Lng: -80.586667),  Route carried "on" structure: US 30,  Year Built: 1963,  Status: Open,  Structure Length: 11.00m (36.09ft),  Average Daily Traffic: 9,945 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,369 (year 2025),  Design Load: HS 20,  Features Intersected: SR 7,ABAND.RR & PED. WAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.950,  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: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: July 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1502344,  Location: 2.93 MI E OF SR 170 (Lat: 40.623333,  Lng: -80.586667),  Route carried "on" structure: City street 9TH,  Year Built: 1968,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 1,000 (year 1970),  Average Future Daily Traffic: 30,925 (year 2028),  Design Load: H 15,  Features Intersected: US 30,  Facility Carried by Structure: NINTH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  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: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 31.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 23.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: July 2007,  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: 40.616667,  Lng: -80.571667),  Route carried "on" structure: US 30,  Year Built: 1976,  Status: Open,  Structure Length: 50.51m (165.72ft),  Average Daily Traffic: 19,060 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 18,738 (year 2025),  Design Load: HS 20,  Features Intersected: APPROACH STRUCTURE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.040,  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: 29,  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: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1502379,  Location: .22 MI W OF SR 39 (Lat: 40.623333,  Lng: -80.586667),  Route carried "on" structure: US 30,  Year Built: 1963,  Status: Open,  Structure Length: 10.55m (34.61ft),  Average Daily Traffic: 9,945 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,369 (year 2025),  Design Load: HS 20,  Features Intersected: SR 7,ABAN.RR & PED. WALK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.950,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 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: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: July 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1502387,  Location: 1.61 MI E OF SR 7 (Lat: 40.620000,  Lng: -80.568333),  Route carried "on" structure: US 30,  Year Built: 1976,  Status: Open,  Structure Length: 14.90m (48.88ft),  Average Daily Traffic: 9,068 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,369 (year 2025),  Design Load: HS 20,  Features Intersected: ROAD,NS RR,OH R.BACK CHL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.590,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 2 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: 4,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 60 months,  Inspection Date: July 2007,  Critical Feature Inspection Date: August 2002,  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: 40.620000,  Lng: -80.566667),  Route carried "on" structure: US 30,  Year Built: 1976,  Status: Open,  Structure Length: 17.80m (58.40ft),  Average Daily Traffic: 9,068 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,674 (year 2025),  Design Load: HS 20,  Features Intersected: RAMP B&D,RR,RIVER RD.CHL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.650,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Navigation Control: Yes ( Vertical Clearance: 22.9m (75.1ft), Horizontal Clearance: 61.0m (200.1ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 46.3m (151.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 60 months,  Inspection Date: July 2007,  Critical Feature Inspection Date: August 2002,  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: 40.620000,  Lng: -80.588333),  Route carried "on" structure: US 30,  Year Built: 1963,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 9,945 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 13,707 (year 2026),  Design Load: HS 20,  Features Intersected: SIDE HILL (E.B.ONLY)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.380,  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: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1502425,  Location: .07 MI E OF SR 7 (Lat: 40.620000,  Lng: -80.588333),  Route carried "on" structure: Other road NEWLL,  Year Built: 1905,  Status: Posted for load,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 2,000 (year 2004),  Average Future Daily Traffic: 18,738 (year 2025),  Design Load: H 10,  Features Intersected: US30,  Facility Carried by Structure: TOLL BRIDGE TO WVA
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 0.050,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: Toll bridge,  Owner: Private,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 9.0 metric tons,  Inventory Rating: 6.3 metric tons,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  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 12 months,  Inspection Date: July 2007,  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: 40.623333,  Lng: -80.565000),  Route carried "on" structure: Ramp State highway 39,  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 2025),  Design Load: HS 20,  Features Intersected: OVR RMP,RR&UNDR US30WB
Minimum Vertical Clearance: 5.87m (19.26ft),  Kilometerpoint: 32.700,  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: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1502697,  Location: AT US30 OHIO RIVER BR. (Lat: 40.626667,  Lng: -80.560000),  Route carried "on" structure: Ramp State highway 39,  Year Built: 1976,  Status: Open,  Structure Length: 14.09m (46.23ft),  Average Daily Traffic: 4,170 (year 1980),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,788 (year 2025),  Design Load: HS 20,  Features Intersected: RMP'A'OVER RR,RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.760,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 3 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: 4,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 60 months,  Inspection Date: July 2007,  Critical Feature Inspection Date: August 2002,  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: 40.640000,  Lng: -80.536667),  Route carried "on" structure: State highway 39,  Year Built: 1998,  Status: Open,  Structure Length: 1.05m (3.44ft),  Average Daily Traffic: 11,200 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 16,656 (year 2024),  Design Load: HS 20+Mod,  Features Intersected: WELLS RUN,  Facility Carried by Structure: PENNSYLVANIA AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.270,  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: Very good,  Channel: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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 12 months,  Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 15048,  Location: .39 MI S OF US 30 (Lat: 40.623333,  Lng: -80.586667),  Route carried "on" structure: Ramp State highway 7,  Year Built: 1963,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 8,895 (year 2006),  Truck Traffic: 12%,  Average Future Daily Traffic: 9,609 (year 2028),  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: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: July 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 156067,  Location: 0.0 MI S SR39 (Lat: 40.636667,  Lng: -80.535000),  Route carried "on" structure: City street ELIZB,  Year Built: 1930,  Status: Posted for load,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 600 (year 1951),  Average Future Daily Traffic: 833 (year 2026),  Features Intersected: PENN CENTRAL,  Facility Carried by Structure: ELIZABETH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Concrete,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 15.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 9.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1500155,  Location: .23 MI S OF US 30 (Lat: 40.623333,  Lng: -80.585000),  Route carried "under" structure: State highway 7,  Year Built: 1963,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 1,920 (year 2006),  Truck Traffic: 17%,  Features Intersected: PED WALKWAY(SUBWAY)
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 0.985,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.0m (72.2ft)

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Structure Number: 1502212,  Location: 0.60 MI E OF JCT SR 7 (Lat: 40.618333,  Lng: -80.585000),  Route carried "under" structure: US 30,  Year Built: 1991,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 19,364 (year 2006),  Truck Traffic: 10%,  Features Intersected: JACKSON ST.OVER US 30,  Facility Carried by Structure: JACKSON STREET
Minimum Vertical Clearance: 6.38m (20.93ft),  Kilometerpoint: 5.592,  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: 40.615000,  Lng: -80.590000),  Route carried "under" structure: City street BRWAY,  Year Built: 1992,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 1,000 (year 1990),  Truck Traffic: 6%,  Features Intersected: US. 30,  Facility Carried by Structure: US 30 & RAMP 'O'
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 0.003,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 1502239,  Location: 0.93 MI E OF JCT SR 7 (Lat: 40.615000,  Lng: -80.590000),  Route carried "under" structure: City street BDWAY,  Year Built: 1992,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 1,000 (year 1990),  Truck Traffic: 6%,  Features Intersected: RAMP "M" US 30,  Facility Carried by Structure: RAMP 'M' TO US 30
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 0.002,  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: 40.623333,  Lng: -80.586667),  Route carried "under" structure: State highway 7,  Year Built: 1963,  Structure Length: 10.09m (33.10ft),  Average Daily Traffic: 13,880 (year 2006),  Truck Traffic: 12%,  Features Intersected: US 30
Minimum Vertical Clearance: 0.49m (1.61ft),  Kilometerpoint: 0.966,  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: 40.623333,  Lng: -80.586667),  Route carried "under" structure: State highway 7,  Year Built: 1963,  Structure Length: 11.00m (36.09ft),  Average Daily Traffic: 13,880 (year 2006),  Truck Traffic: 12%,  Features Intersected: US 30,  Facility Carried by Structure: U S30
Minimum Vertical Clearance: 0.49m (1.61ft),  Kilometerpoint: 0.963,  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: 40.623333,  Lng: -80.586667),  Route carried "under" structure: US 30,  Year Built: 1968,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 20,550 (year 2006),  Truck Traffic: 14%,  Features Intersected: UNDER 9TH ST,  Facility Carried by Structure: NINTH ST
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 5.485,  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: 1502352,  Location: 1.25 MI E OF SR 39 (Lat: 40.618333,  Lng: -80.570000),  Route carried "under" structure: US 30,  Year Built: 1974,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 13,500 (year 1996),  Truck Traffic: 14%,  Features Intersected: WATERLINE STRUC.OVR US30,  Facility Carried by Structure: WATERLINE
Minimum Vertical Clearance: 16.76m (54.99ft),  Kilometerpoint: 5.738,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 1502379,  Location: .22 MI W OF SR 39 (Lat: 40.623333,  Lng: -80.586667),  Route carried "under" structure: State highway 7,  Year Built: 1963,  Structure Length: 10.55m (34.61ft),  Average Daily Traffic: 13,880 (year 2006),  Truck Traffic: 12%,  Features Intersected: US 30,  Facility Carried by Structure: US 30
Minimum Vertical Clearance: 0.49m (1.61ft),  Kilometerpoint: 0.964,  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: 40.620000,  Lng: -80.568333),  Route carried "under" structure: City street RIVRD,  Year Built: 1976,  Structure Length: 14.90m (48.88ft),  Average Daily Traffic: 2,000 (year 2004),  Features Intersected: EB US 30,  Facility Carried by Structure: US 30 EB
Minimum Vertical Clearance: 11.43m (37.50ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 1502395,  Location: AT APPROACH OHIO R.BR. (Lat: 40.620000,  Lng: -80.566667),  Route carried "under" structure: State highway 39,  Year Built: 1976,  Structure Length: 17.80m (58.40ft),  Average Daily Traffic: 11,200 (year 2006),  Truck Traffic: 11%,  Features Intersected: US 30 WB,  Facility Carried by Structure: US 30 WB
Minimum Vertical Clearance: 0.61m (2.00ft),  Kilometerpoint: 3.196,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.3m (151.9ft)

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Structure Number: 1502425,  Location: .07 MI E OF SR 7 (Lat: 40.620000,  Lng: -80.588333),  Route carried "under" structure: US 30,  Year Built: 1905,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 19,890 (year 2006),  Truck Traffic: 10%,  Features Intersected: PART NEWELL BR.OVR.US30,  Facility Carried by Structure: TOLL BRIDGE TO WVA
Minimum Vertical Clearance: 5.89m (19.32ft),  Kilometerpoint: 5.542,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: Toll bridge,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 1502689,  Location: RAMP B@US30 OHIO RIVER BR (Lat: 40.623333,  Lng: -80.565000),  Route carried "under" structure: State highway 39,  Year Built: 1976,  Structure Length: 11.00m (36.09ft),  Average Daily Traffic: 11,200 (year 2006),  Truck Traffic: 11%,  Features Intersected: RAMP B
Minimum Vertical Clearance: 10.72m (35.17ft),  Kilometerpoint: 3.206,  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: AT US30 OHIO RIVER BR. (Lat: 40.626667,  Lng: -80.560000),  Route carried "under" structure: City street RIVRD,  Year Built: 1976,  Structure Length: 14.09m (46.23ft),  Average Daily Traffic: 2,000 (year 2004),  Features Intersected: RAMP A,  Facility Carried by Structure: RAMP US30WB-SR39EB
Minimum Vertical Clearance: 17.37m (56.99ft),  Kilometerpoint: 0.006,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 15048,  Location: .39 MI S OF US 30 (Lat: 40.623333,  Lng: -80.586667),  Route carried "under" structure: State highway 267,  Year Built: 1963,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 4,370 (year 2006),  Truck Traffic: 2%,  Features Intersected: SR 7 SB RAMP,  Facility Carried by Structure: SR 7 RAMP D
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 0.003,  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)