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

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Structure Number: 1500015,  Location: .67 M S OF SR 39 (Lat: 40.591667,  Lng: -80.668333),  Route carried "on" structure: City street CLARK,  Year Built: 1974,  Status: Open,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 630 (year 1976),  Average Future Daily Traffic: 13,765 (year 2024),  Design Load: HS 20,  Features Intersected: SR 7,  Facility Carried by Structure: SR 7
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: 17.7m (58.1ft),  Skew: 25 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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

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Structure Number: 1500023,  Location: .77 M S OF 10TH ST (Lat: 40.600000,  Lng: -80.661667),  Route carried "on" structure: State highway 7,  Year Built: 1974,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 12,710 (year 2006),  Truck Traffic: 18%,  Average Future Daily Traffic: 13,765 (year 2025),  Design Load: HS 20,  Features Intersected: SR 39
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.040,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 21 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: 25.1m (82.3ft),  Out-to-Out Width: 26.2m (86.0ft)

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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  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

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Structure Number: 1500058,  Location: .77 M N OF SR 39 (Lat: 40.605000,  Lng: -80.653333),  Route carried "on" structure: State highway 7,  Year Built: 1974,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 12,710 (year 2006),  Truck Traffic: 18%,  Average Future Daily Traffic: 17,419 (year 2025),  Design Load: HS 20,  Features Intersected: SPRING HILL RD (10TH ST)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.100,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 23 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 25.1m (82.3ft),  Out-to-Out Width: 26.2m (86.0ft)

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: 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: July 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1500074,  Location: .82 M N OF 10TH ST (Lat: 40.615000,  Lng: -80.641667),  Route carried "on" structure: State highway 7,  Year Built: 1974,  Status: Open,  Structure Length: 14.63m (48.00ft),  Average Daily Traffic: 12,710 (year 2006),  Truck Traffic: 18%,  Average Future Daily Traffic: 14,019 (year 2024),  Design Load: HS 20,  Features Intersected: SR 45-LITTLE YELLOW CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.420,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 23 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 25.1m (82.3ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: 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

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Structure Number: 1500082,  Location: .82 M N OF 10TH ST (Lat: 40.615000,  Lng: -80.641667),  Route carried "on" structure: Ramp State highway 7,  Year Built: 1974,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 1,590 (year 1973),  Truck Traffic: 41%,  Average Future Daily Traffic: 2,207 (year 2024),  Design Load: HS 20,  Features Intersected: LITTLE YELLOW CR(RAMP D)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.420,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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 minimum criteria,  Deck Geometry: 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,  Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1500104,  Location: 1.12 M N OF 10TH ST (Lat: 40.615000,  Lng: -80.641667),  Route carried "on" structure: State highway 7,  Year Built: 1974,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 16,830 (year 2006),  Truck Traffic: 12%,  Average Future Daily Traffic: 24,332 (year 2025),  Design Load: HS 20,  Features Intersected: SR 45 NB (WELLS AVE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.910,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 25 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 25.1m (82.3ft),  Out-to-Out Width: 26.2m (86.0ft)

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: 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

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Structure Number: 1560018,  Location: 0.0 MI S SR45 (Lat: 40.615000,  Lng: -80.648333),  Route carried "on" structure: City street SR739,  Year Built: 1940,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 7,000 (year 1951),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,716 (year 2026),  Design Load: H 20,  Features Intersected: LITTLE YELLOW CREEK,  Facility Carried by Structure: WELLS AVE 7-39
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 33.3 metric tons,  Inventory Rating: 24.3 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2006,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1500015,  Location: .67 M S OF SR 39 (Lat: 40.591667,  Lng: -80.668333),  Route carried "under" structure: State highway 7,  Year Built: 1974,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 9,219 (year 2006),  Truck Traffic: 19%,  Features Intersected: RAMP A CLARK AV OVER SR7
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 0.093,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 1500023,  Location: .77 M S OF 10TH ST (Lat: 40.600000,  Lng: -80.661667),  Route carried "under" structure: State highway 39,  Year Built: 1974,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 2,900 (year 2006),  Truck Traffic: 11%,  Features Intersected: SR 7,  Facility Carried by Structure: SR 7
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 2.177,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 1500058,  Location: .77 M N OF SR 39 (Lat: 40.605000,  Lng: -80.653333),  Route carried "under" structure: City street SPRHL,  Year Built: 1974,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 1,000 (year 2004),  Features Intersected: SR7 AND SR39,  Facility Carried by Structure: SR 7
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 1500074,  Location: .82 M N OF 10TH ST (Lat: 40.615000,  Lng: -80.641667),  Route carried "under" structure: State highway 45,  Year Built: 1974,  Structure Length: 14.63m (48.00ft),  Average Daily Traffic: 3,220 (year 2006),  Truck Traffic: 2%,  Features Intersected: S.R.7,  Facility Carried by Structure: SR 7
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 0.002,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.5m (132.9ft)

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Structure Number: 1500104,  Location: 1.12 M N OF 10TH ST (Lat: 40.615000,  Lng: -80.641667),  Route carried "under" structure: State highway 45,  Year Built: 1974,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 3,880 (year 2003),  Truck Traffic: 2%,  Features Intersected: S.R.7,  Facility Carried by Structure: SR 7
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 0.024,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)