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

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Structure Number: 8502153,  Location: 1.11 MI.E.OF CR-44 (Lat: 40.805369,  Lng: -81.824169),  Route carried "on" structure: County highway C0416,  Year Built: 2005,  Status: Open,  Structure Length: 5.66m (18.57ft),  Average Daily Traffic: 71 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 24,588 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: WAY-30-1662 (NEW US30),  Facility Carried by Structure: CR 416 MCQUAID RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.012,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Very good,  Superstructure: Very 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: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  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: 8502234,  Location: 0.63 MI. WEST OF S.R.57 (Lat: 40.796311,  Lng: -81.777539),  Route carried "on" structure: City street M0476,  Year Built: 2007,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 239 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 28,201 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: WAY.-30- 19.52,  Facility Carried by Structure: TR-179(KANSASRDEXT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Very good,  Superstructure: Very 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: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  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: 8502269,  Location: 2.01 MI.E.OF C.R.44 (Lat: 40.796011,  Lng: -81.811369),  Route carried "on" structure: US 30,  Year Built: 2005,  Status: Open,  Structure Length: 6.05m (19.85ft),  Average Daily Traffic: 8,858 (year 2015),  Truck Traffic: 17%,  Average Future Daily Traffic: 12,295 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: C.R.30A (E.LINCOLN WAY)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.228,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 42.1 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: 32.4 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: Equal to present desirable criteria,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  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: 8502277,  Location: 2.01 MI.E.OF C.R.44 (Lat: 40.795881,  Lng: -81.811689),  Route carried "on" structure: US 30,  Year Built: 2005,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 8,858 (year 2015),  Truck Traffic: 17%,  Average Future Daily Traffic: 12,295 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: C.R.30A (E.LINCOLN WAY)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.228,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Good,  Operating Rating: 42.1 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: 32.4 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: Equal to present desirable criteria,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  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: 8502293,  Location: 2.13 MI.W.OF SR 57 (Lat: 40.792050,  Lng: -81.804581),  Route carried "on" structure: US 30,  Year Built: 2005,  Status: Open,  Structure Length: 4.20m (13.78ft),  Average Daily Traffic: 8,858 (year 2015),  Truck Traffic: 17%,  Average Future Daily Traffic: 12,295 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: T.R.145 (SWINEHART RD.)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.968,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Very good,  Superstructure: Very 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: Equal to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  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: 8502307,  Location: 2.13 MI.W.OF S.R.57 (Lat: 40.792311,  Lng: -81.804581),  Route carried "on" structure: US 30,  Year Built: 2005,  Status: Open,  Structure Length: 4.20m (13.78ft),  Average Daily Traffic: 8,858 (year 2015),  Truck Traffic: 17%,  Average Future Daily Traffic: 12,295 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: T.R.145 (SWINEHART RD.)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.968,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Very good,  Superstructure: Very 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: Equal to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  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: 8502315,  Location: 1.1 MI.W.OF S.R.57 (Lat: 40.793481,  Lng: -81.785000),  Route carried "on" structure: County highway C0094,  Year Built: 2005,  Status: Open,  Structure Length: 6.42m (21.06ft),  Average Daily Traffic: 1,765 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 26,396 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: WAY-30-1908 (NEW US30),  Facility Carried by Structure: CR 94A CARR RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.093,  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: 2,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very 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: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  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: 8502331,  Location: 1.0 MI.W.OF S.R.57 (Lat: 40.794619,  Lng: -81.782669),  Route carried "on" structure: US 30,  Year Built: 2005,  Status: Open,  Structure Length: 0.90m (2.95ft),  Average Daily Traffic: 19,017 (year 2015),  Truck Traffic: 19%,  Average Future Daily Traffic: 26,396 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: LITTLE SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.948,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 38.4m (126.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.3m (27.2ft)

Condition: Channel: Poor,  Culverts: 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 8502587,  Location: 1.05 MI N US 30 (Lat: 40.811969,  Lng: -81.765381),  Route carried "on" structure: State highway 57,  Year Built: 1951,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 7,636 (year 2015),  Truck Traffic: 14%,  Average Future Daily Traffic: 10,599 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.690,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  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: 8502617,  Location: 4.32 MILES NORTH OF US30 (Lat: 40.859139,  Lng: -81.763689),  Route carried "on" structure: State highway 57,  Year Built: 1955,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 10,198 (year 2015),  Truck Traffic: 12%,  Average Future Daily Traffic: 14,155 (year 2035),  Design Load: H 20,  Features Intersected: LITTLE CHIPPEWA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.952,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.2m (17.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 29.2 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 8506019,  Location: 3.56 MILES SOUTH OF SR 57 (Lat: 40.894231,  Lng: -81.812700),  Route carried "on" structure: State highway 585,  Year Built: 1991,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 9,130 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 12,672 (year 2035),  Design Load: HS 20,  Features Intersected: LITTLE CHIPPEWA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.856,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  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: 8541213,  Location: 0.3 MI. E. OF CR84 (Lat: 40.796981,  Lng: -81.783139),  Route carried "on" structure: County highway C030A,  Year Built: 1935,  Year Reconstructed: 2007,  Status: Posted for load,  Structure Length: 1.21m (3.97ft),  Average Daily Traffic: 1,037 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,439 (year 2035),  Design Load: H 20,  Features Intersected: LITTLE SUGAR CREEK,  Facility Carried by Structure: COUNTY ROAD 30A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.998,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.2m (36.7ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Poor,  Channel: Good,  Operating Rating: 35.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 22.7 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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  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: August 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8541582,  Location: 0.5 MI. N. OF US30 (Lat: 40.802861,  Lng: -81.784911),  Route carried "on" structure: County highway C0084,  Year Built: 1982,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 595 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 826 (year 2035),  Design Load: HS 20,  Features Intersected: LITTLE SUGAR CREEK,  Facility Carried by Structure: COUNTY ROAD 84
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.724,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  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: 16.5m (54.1ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 64.8 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8541639,  Location: 0.2 MI. E. OF TR145 (Lat: 40.806950,  Lng: -81.799100),  Route carried "on" structure: County highway C0416,  Year Built: 1991,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 71 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 99 (year 2035),  Design Load: HS 20,  Features Intersected: BRANCH OF SUGAR CREEK,  Facility Carried by Structure: COUNTY ROAD 416
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.991,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Excellent,  Channel: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.1 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: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 8541736,  Location: 0.4 MILE WEST OF TR145 (Lat: 40.795661,  Lng: -81.811650),  Route carried "on" structure: County highway C030A,  Year Built: 1941,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 1,982 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,751 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: BRANCH OF SUGAR CREEK,  Facility Carried by Structure: COUNTY ROAD 30A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.552,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 37.2m (122.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 21.2m (69.6ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  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: 74.5 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 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: 8541957,  Location: 0.1 MILE WEST OF CR84 (Lat: 40.811100,  Lng: -81.787411),  Route carried "on" structure: County highway C0416,  Year Built: 2013,  Status: Open,  Structure Length: 1.24m (4.07ft),  Average Daily Traffic: 71 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 99 (year 2035),  Design Load: HL 93,  Features Intersected: LITTLE SUGAR CREEK,  Facility Carried by Structure: COUNTY ROAD 416
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.150,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 84.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 51.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: 854498,  Location: 1.2 MI. E. OF CR44 (Lat: 40.829900,  Lng: -81.818931),  Route carried "on" structure: County highway C0023,  Year Built: 1941,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 1.57m (5.15ft),  Average Daily Traffic: 7,781 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 10,800 (year 2035),  Design Load: HS 20,  Features Intersected: SUGAR CREEK,  Facility Carried by Structure: COUNTY ROAD 23
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.908,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 94.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 58.3 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.23m (7.32ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $429,000,  Roadway Improvement Cost: $43,000,  Total Project Cost: $515,000,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 8545111,  Location: 0.5 MI. W. OF SR57 (Lat: 40.866631,  Lng: -81.773481),  Route carried "on" structure: County highway C0029,  Year Built: 1955,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 1.08m (3.54ft),  Average Daily Traffic: 2,564 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,559 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: LITTLE CHIPPEWA CREEK,  Facility Carried by Structure: COUNTY ROAD 29
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.741,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.5m (34.4ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 58.3 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 8545146,  Location: 0.5 MI. N. OF CR120 (Lat: 40.881319,  Lng: -81.783581),  Route carried "on" structure: County highway T0047,  Year Built: 1900,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 456 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 633 (year 2035),  Design Load: HS 20,  Features Intersected: LITTLE CHIPPEWA,  Facility Carried by Structure: TWP. ROAD 47
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.518,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 4.6m (15.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8545197,  Location: 0.8 MI. E. OF SR57 (Lat: 40.873869,  Lng: -81.779281),  Route carried "on" structure: County highway C0120,  Year Built: 1973,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 716 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 994 (year 2035),  Design Load: HS 20,  Features Intersected: LITTLE CHIPPEWA CREEK,  Facility Carried by Structure: COUNTY ROAD 120
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.311,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 55.1 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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8545219,  Location: 0.5 MI. S. OF CR23 (Lat: 40.822511,  Lng: -81.803589),  Route carried "on" structure: County highway T0145,  Year Built: 1905,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 1.27m (4.17ft),  Average Daily Traffic: 410 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 569 (year 2035),  Design Load: HS 20,  Features Intersected: SUGAR CREEK,  Facility Carried by Structure: TWP. ROAD 145
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.933,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.3m (40.4ft),  Curb-To-Curb Width: 4.1m (13.5ft),  Out-to-Out Width: 4.1m (13.5ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  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: 29.2 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: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: May 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8545227,  Location: 300 FT. S. OF TR221 (Lat: 40.887700,  Lng: -81.803411),  Route carried "on" structure: County highway C0145,  Year Built: 1955,  Year Reconstructed: 1989,  Status: Posted for load,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 562 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 780 (year 2035),  Design Load: HS 20,  Features Intersected: LITTLE CHIPPEWA,  Facility Carried by Structure: COUNTY ROAD 145
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.159,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 16.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 9.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: July 2020,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 8545278,  Location: 0.8 MI. E. OF SR585 (Lat: 40.888650,  Lng: -81.805150),  Route carried "on" structure: County highway T0221,  Year Built: 1962,  Status: Posted for load,  Structure Length: 3.21m (10.53ft),  Average Daily Traffic: 353 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 490 (year 2035),  Design Load: H 15,  Features Intersected: LITTLE CHIPPEWA,  Facility Carried by Structure: TWP. ROAD 221
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.148,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 35.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 22.7 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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: July 2020,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8545383,  Location: 0.4 MI. S. OF CR7 (Lat: 40.816000,  Lng: -81.780069),  Route carried "on" structure: County highway C0416,  Year Built: 1988,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 71 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 99 (year 2035),  Design Load: HS 20,  Features Intersected: LITTLE SUGAR CREEK,  Facility Carried by Structure: COUNTY ROAD 416
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Satisfactory,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum 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: Bituminous,  Membrane: Built-up

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Structure Number: 8545405,  Location: 0.3 MI. S. OF CR7 (Lat: 40.818500,  Lng: -81.779689),  Route carried "on" structure: County highway C0416,  Year Built: 1994,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 71 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 99 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SUGAR CREEK,  Facility Carried by Structure: COUNTY ROAD 416
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.435,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum 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: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 8545413,  Location: 0.3 MI. S. OF CR 7 (Lat: 40.817681,  Lng: -81.774900),  Route carried "on" structure: County highway C0179,  Year Built: 1995,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 859 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,192 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SUGAR CREEK,  Facility Carried by Structure: COUNTY ROAD 179
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  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: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum 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: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 8545456,  Location: 1.1 MI. EAST OF CR44 (Lat: 40.840439,  Lng: -81.824269),  Route carried "on" structure: County highway C0029,  Year Built: 2000,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 618 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 858 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SUGAR CREEK,  Facility Carried by Structure: COUNTY ROAD 29
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.897,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.0m (55.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Excellent,  Channel: 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: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior 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: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 8545472,  Location: 0.3 MILE SOUTH OF CR23 (Lat: 40.825189,  Lng: -81.813439),  Route carried "on" structure: County highway T0431,  Year Built: 2004,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 594 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 824 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SUGAR CREEK,  Facility Carried by Structure: TOWNSHIP ROAD 431
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.175,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.6m (57.7ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: 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: 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: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 8554943,  Location: 0.6 mile north of US30 (Lat: 40.804369,  Lng: -81.755181),  Route carried "on" structure: County highway T0129,  Year Built: 2015,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 691 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 959 (year 2038),  Design Load: HL 93,  Features Intersected: SUGAR CREEK,  Facility Carried by Structure: Twp. Road 129
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.610,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.8m (74.8ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 81.0 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: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 8560048,  Location: MARKETST/NORFOLK SOUTHERN (Lat: 40.839500,  Lng: -81.763261),  Route carried "on" structure: City street WALNT,  Year Built: 1986,  Status: Open,  Structure Length: 19.17m (62.89ft),  Average Daily Traffic: 1,366 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,896 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: E.JEFFSON/E.PINE/NS RR,  Facility Carried by Structure: WALNUT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.740,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 42.1 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: 32.4 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 minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 8502153,  Location: 1.11 MI.E.OF CR-44 (Lat: 40.805369,  Lng: -81.824169),  Route carried "under" structure: US 30,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 17,715 (year 2015),  Truck Traffic: 17%,  Features Intersected: UNDER CR-416(MCQUAID RD),  Facility Carried by Structure: CR 416 MCQUAID RD
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 26.731,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 8502234,  Location: 0.63 MI. WEST OF S.R.57 (Lat: 40.796311,  Lng: -81.777539),  Route carried "under" structure: US 30,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 20,318 (year 2015),  Truck Traffic: 18%,  Features Intersected: TR-476 TRACY BRIDGE RD.,  Facility Carried by Structure: TR-179(KANSASRDEXT
Minimum Vertical Clearance: 7.16m (23.49ft),  Kilometerpoint: 31.398,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 8502269,  Location: 2.01 MI.E.OF C.R.44 (Lat: 40.796011,  Lng: -81.811369),  Route carried "under" structure: County highway 30,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 1,982 (year 2015),  Truck Traffic: 6%,  Features Intersected: WAY-30-1752L
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 8502277,  Location: 2.01 MI.E.OF C.R.44 (Lat: 40.795881,  Lng: -81.811689),  Route carried "under" structure: County highway 30,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 1,982 (year 2015),  Truck Traffic: 6%,  Features Intersected: WAY-30-1752R
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 27.359,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 8502293,  Location: 2.13 MI.W.OF SR 57 (Lat: 40.792050,  Lng: -81.804581),  Route carried "under" structure: City street 145,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 156 (year 2015),  Truck Traffic: 8%,  Features Intersected: WAY-30-1801 (NEW US30),  Facility Carried by Structure: NEW USR 30
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 4.184,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 8502307,  Location: 2.13 MI.W.OF S.R.57 (Lat: 40.792311,  Lng: -81.804581),  Route carried "under" structure: City street 145,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 156 (year 2015),  Truck Traffic: 8%,  Features Intersected: WAY-30-1801 (NEW US30),  Facility Carried by Structure: NEW USR 30
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 4.184,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 8502315,  Location: 1.1 MI.W.OF S.R.57 (Lat: 40.793481,  Lng: -81.785000),  Route carried "under" structure: US 30,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 19,017 (year 2015),  Truck Traffic: 19%,  Features Intersected: UNDER CR.94A(CARR ROAD),  Facility Carried by Structure: CR 94A CARR RD
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 30.690,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 8560048,  Location: MARKETST/NORFOLK SOUTHERN (Lat: 40.839500,  Lng: -81.763261),  Route carried "under" structure: City street JEFFE,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 1,450 (year 1992),  Truck Traffic: 1%,  Features Intersected: WALNUT STREET
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.089,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)