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

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Structure Number: 47048,  Location: .93 MILES EAST OF SR 254 (Lat: 41.437389,  Lng: -82.080000),  Route carried "on" structure: Interstate 90,  Year Built: 1970,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 54,944 (year 2015),  Truck Traffic: 28%,  Average Future Daily Traffic: 76,262 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: JUNGBLUTH DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.683,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.2m (20.3ft)

Condition: Channel: Good,  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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2021

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Structure Number: 4704835,  Location: .53 MILES EAST OF SR 301 (Lat: 41.449469,  Lng: -82.070869),  Route carried "on" structure: City street M0022,  Year Built: 2015,  Status: Open,  Structure Length: 9.60m (31.50ft),  Average Daily Traffic: 1,960 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 75,493 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: OVER LOR-090 -1753,  Facility Carried by Structure: T-22# FRENCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.232,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 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 or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4704894,  Location: .85 MILES EAST OF SR 301 (Lat: 41.453619,  Lng: -82.067531),  Route carried "on" structure: Interstate 90,  Year Built: 1970,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 27,472 (year 2015),  Truck Traffic: 28%,  Average Future Daily Traffic: 38,131 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: OVER N/S RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.727,  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: Fair,  Substructure: Satisfactory,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: 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: June 2021,  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: 41.453300,  Lng: -82.067361),  Route carried "on" structure: Interstate 90,  Year Built: 1970,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 27,472 (year 2015),  Truck Traffic: 28%,  Average Future Daily Traffic: 38,131 (year 2035),  Design Load: HS 20,  Features Intersected: OVER N/S RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.727,  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: Fair,  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: 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: June 2021,  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: 41.420481,  Lng: -82.101989),  Route carried "on" structure: State highway 254,  Year Built: 2001,  Status: Open,  Structure Length: 43.31m (142.09ft),  Average Daily Traffic: 16,338 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 22,677 (year 2035),  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: 1.448,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  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: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 52.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 31.8 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: September 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: 4706277,  Location: 1.91 MILES EAST OF SR 57 (Lat: 41.424250,  Lng: -82.083511),  Route carried "on" structure: State highway 254,  Year Built: 1970,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 9.27m (30.41ft),  Average Daily Traffic: 24,269 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 33,685 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: OVER LOR-090-1565
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.074,  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: Good,  Substructure: Good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: 470673,  Location: 1.14 MILES N OF SR 254 (Lat: 41.442589,  Lng: -82.075631),  Route carried "on" structure: State highway 301,  Year Built: 2013,  Status: Open,  Structure Length: 11.74m (38.52ft),  Average Daily Traffic: 9,549 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,254 (year 2035),  Design Load: HL 93,  Features Intersected: OVER IR LOR-90-1700
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.803,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete 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: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: 4706803,  Location: 1.5 MILES NORTH OF IR-90 (Lat: 41.463989,  Lng: -82.076211),  Route carried "on" structure: State highway 301,  Year Built: 2008,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 9,549 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,254 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: OVER FRENCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.218,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.6m (41.3ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  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 desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 4706838,  Location: .88 MILES NORTH OF SR 611 (Lat: 41.478400,  Lng: -82.075569),  Route carried "on" structure: State highway 301,  Year Built: 1995,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 9,293 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,899 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: OVER N&W RR AND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.827,  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: 58.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present 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 24 months,  Inspection Date: July 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: 4734,  Location: 0.2 miles south of 611 (Lat: 41.458119,  Lng: -82.105631),  Route carried "on" structure: County highway C0017,  Year Built: 1900,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 9,500 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,547 (year 2037),  Design Load: HS 15,  Features Intersected: French Ck,  Facility Carried by Structure: East River Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.429,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4739833,  Location: .33MI.WEST OF ABBE (Lat: 41.449619,  Lng: -82.082869),  Route carried "on" structure: City street M0022,  Year Built: 1929,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 8,129 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 11,283 (year 2035),  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: 1.658,  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: 6.1m (20.0ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  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: 41.449469,  Lng: -82.070869),  Route carried "under" structure: Interstate 90,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 54,390 (year 2015),  Truck Traffic: 11%,  Features Intersected: UNDER FRENCH CREEK TH-22,  Facility Carried by Structure: T-22# FRENCH CREEK
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 28.212,  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: 41.424250,  Lng: -82.083511),  Route carried "under" structure: Interstate 90,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 38,874 (year 2015),  Truck Traffic: 28%,  Features Intersected: UNDER LOR 254-0191,  Facility Carried by Structure: SR 254
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 25.186,  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: 470673,  Location: 1.14 MILES N OF SR 254 (Lat: 41.442589,  Lng: -82.075631),  Route carried "under" structure: Interstate 90,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 54,944 (year 2015),  Truck Traffic: 28%,  Features Intersected: UNDER LOR-301-23.49,  Facility Carried by Structure: SR 301
Minimum Vertical Clearance: 5.57m (18.27ft),  Kilometerpoint: 27.359,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)