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

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Structure Number: 4704835,  Location: .53 MILES EAST OF SR 301 (Lat: 41.450000,  Lng: -82.070000),  Route carried "on" structure: City street 22,  Year Built: 1970,  Status: Open,  Structure Length: 9.63m (31.59ft),  Average Daily Traffic: 8,100 (year 1973),  Truck Traffic: 10%,  Average Future Daily Traffic: 70,052 (year 2027),  Design Load: H 15,  Features Intersected: OVER LOR-090 -1753,  Facility Carried by Structure: IR 90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.620,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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 minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4704894,  Location: .85 MILES EAST OF SR 301 (Lat: 41.453333,  Lng: -82.068333),  Route carried "on" structure: Interstate 90,  Year Built: 1970,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 26,670 (year 2005),  Truck Traffic: 14%,  Average Future Daily Traffic: 35,026 (year 2027),  Design Load: HS 20,  Features Intersected: OVER CSXT RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.730,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4704924,  Location: .85 MILES EAST OF SR 301 (Lat: 41.453333,  Lng: -82.068333),  Route carried "on" structure: Interstate 90,  Year Built: 1970,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 26,670 (year 2005),  Truck Traffic: 14%,  Average Future Daily Traffic: 35,026 (year 2027),  Design Load: HS 20,  Features Intersected: OVER CSXT RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.730,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 3 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: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 470625,  Location: 0.9 MI. E. OF JCT SR 57 (Lat: 41.420833,  Lng: -82.101111),  Route carried "on" structure: State highway 254,  Year Built: 2001,  Status: Open,  Structure Length: 43.31m (142.09ft),  Average Daily Traffic: 13,900 (year 2005),  Truck Traffic: 2%,  Average Future Daily Traffic: 17,086 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: BLACK RIVER AND METROPRK,  Facility Carried by Structure: NORTH RIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.450,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 36.3m (119.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Very good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to 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 12 months,  Inspection Date: August 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: 4706277,  Location: 1.91 MILES EAST OF SR 57 (Lat: 41.428333,  Lng: -82.083333),  Route carried "on" structure: State highway 254,  Year Built: 1970,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 9.27m (30.41ft),  Average Daily Traffic: 24,212 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 33,606 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: OVER LOR-090-1565
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.080,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: 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: Equal to present desirable 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: September 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: 4706722,  Location: 1.14 MILES N OF SR 254 (Lat: 41.443333,  Lng: -82.075000),  Route carried "on" structure: State highway 301,  Year Built: 1970,  Status: Open,  Structure Length: 9.11m (29.89ft),  Average Daily Traffic: 8,820 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,199 (year 2027),  Design Load: H 20,  Features Intersected: OVER LOR-090-1700
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.820,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 33.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4706811,  Location: 1.50 MILES NORTH OF IR 90 (Lat: 41.465000,  Lng: -82.076667),  Route carried "on" structure: State highway 301,  Year Built: 1947,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 8,820 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,199 (year 2027),  Design Load: H 15,  Features Intersected: FRENCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.230,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4706838,  Location: .88 MILES NORTH OF SR 611 (Lat: 41.470556,  Lng: -82.113611),  Route carried "on" structure: State highway 301,  Year Built: 1995,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 12,430 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 17,253 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: OVER N&W RR AND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.840,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Very good,  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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 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: 4739833,  Location: .33MI.WEST OF ABBE (Lat: 41.450000,  Lng: -82.081667),  Route carried "on" structure: City street M0022,  Year Built: 1929,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 5,000 (year 1996),  Average Future Daily Traffic: 6,940 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: JUNGBLUTH DT FRENCH,  Facility Carried by Structure: FRENCH CREEK RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than 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: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4704835,  Location: .53 MILES EAST OF SR 301 (Lat: 41.450000,  Lng: -82.070000),  Route carried "under" structure: Interstate 90,  Year Built: 1970,  Structure Length: 9.63m (31.59ft),  Average Daily Traffic: 53,340 (year 2005),  Truck Traffic: 14%,  Features Intersected: UNDER FRENCH CREEK TH-22
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 2.822,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 4706277,  Location: 1.91 MILES EAST OF SR 57 (Lat: 41.428333,  Lng: -82.083333),  Route carried "under" structure: Interstate 90,  Year Built: 1970,  Structure Length: 9.27m (30.41ft),  Average Daily Traffic: 53,340 (year 2005),  Truck Traffic: 14%,  Features Intersected: UNDER LOR 254-0191,  Facility Carried by Structure: SR 254
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.252,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 4706722,  Location: 1.14 MILES N OF SR 254 (Lat: 41.443333,  Lng: -82.075000),  Route carried "under" structure: Interstate 90,  Year Built: 1970,  Structure Length: 9.11m (29.89ft),  Average Daily Traffic: 53,340 (year 2005),  Truck Traffic: 14%,  Features Intersected: UNDER LOR-301-23.49,  Facility Carried by Structure: SR 301
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 2.737,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)