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

Find on map >>   Show street view

Structure Number: 4800095,  Location: 1.85 mi. West of IR 475 (Lat: 41.610331,  Lng: -83.727089),  Route carried "on" structure: State highway 2,  Year Built: 1970,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 17,296 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,500 (year 2039),  Design Load: H 20,  Features Intersected: WOLF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.567,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 4800133,  Location: 3/10 MI WEST OF MCCORD RD (Lat: 41.611081,  Lng: -83.707400),  Route carried "on" structure: State highway 2,  Year Built: 2003,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 23,389 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 27,500 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: WOLF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.224,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 34.8m (114.2ft),  Out-to-Out Width: 35.7m (117.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 32.4 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: 25.9 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 4800184,  Location: 1.45 mi. North of IR 80 (Lat: 41.612939,  Lng: -83.691361),  Route carried "on" structure: State highway 2,  Year Built: 1968,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 10.15m (33.30ft),  Average Daily Traffic: 39,691 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 56,880 (year 2039),  Design Load: H 20,  Features Intersected: IR 475 & US 23
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.512,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 38.9 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: 29.2 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: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 480748,  Location: 0.5 Mi. N. of SR 2 (Lat: 41.620261,  Lng: -83.692119),  Route carried "on" structure: Interstate 475,  Year Built: 2015,  Status: Open,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 44,000 (year 2010),  Truck Traffic: 16%,  Average Future Daily Traffic: 52,329 (year 2030),  Design Load: HL 93,  Features Intersected: NORFOLK SOUTHERN R.R.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.401,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very 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: 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,  Length Of Structure Improvement: 7.22m (23.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 480751,  Location: 0.5 mile north of SR 2 (Lat: 41.620319,  Lng: -83.691731),  Route carried "on" structure: Interstate 475,  Year Built: 2015,  Status: Open,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 44,000 (year 2010),  Truck Traffic: 16%,  Average Future Daily Traffic: 52,329 (year 2030),  Design Load: HL 93,  Features Intersected: NORFOLK SOUTHERN R.R.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.401,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Very 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: 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,  Length Of Structure Improvement: 7.22m (23.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 4807537,  Location: 0.75 Mi. N. of SR 2 (Lat: 41.623939,  Lng: -83.692781),  Route carried "on" structure: Interstate 475,  Year Built: 1968,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 38,690 (year 2010),  Truck Traffic: 12%,  Average Future Daily Traffic: 53,702 (year 2030),  Design Load: HS 20,  Features Intersected: CR 32 ANGOLA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.803,  Lanes on structure: 2,  Lanes under 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: 13.4m (44.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very 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: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 4807561,  Location: 0.75 Mi. N. of SR 2 (Lat: 41.623931,  Lng: -83.692311),  Route carried "on" structure: Interstate 475,  Year Built: 1968,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 38,690 (year 2010),  Truck Traffic: 12%,  Average Future Daily Traffic: 53,702 (year 2030),  Design Load: HS 20,  Features Intersected: CR 32 ANGOLA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.803,  Lanes on structure: 2,  Lanes under 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: 13.4m (44.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very 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: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Built-up

Find on map >>   Show street view

Structure Number: 4829476,  Location: 4 MI WEST OF EXIT 59 (Lat: 41.591219,  Lng: -83.746900),  Route carried "on" structure: Interstate 80K,  Year Built: 1954,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 24,423 (year 2015),  Truck Traffic: 43%,  Average Future Daily Traffic: 33,899 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CAIRL DITCH,  Facility Carried by Structure: I80 OH TPK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.491,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 37.8m (124.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft)

Condition: Channel: Satisfactory,  Culverts: 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: 64.8 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,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021

Find on map >>   Show street view

Structure Number: 4829492,  Location: 3.5MI WEST OF EXIT 59 (Lat: 41.590619,  Lng: -83.737711),  Route carried "on" structure: Interstate 80K,  Year Built: 1954,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 12,212 (year 2015),  Truck Traffic: 43%,  Average Future Daily Traffic: 16,950 (year 2035),  Design Load: HS 20,  Features Intersected: ALBON RD,  Facility Carried by Structure: I80 OH TPK EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.279,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 13.4m (44.0ft),  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-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 4829506,  Location: 3.5MI WEST OF EXIT 59 (Lat: 41.590850,  Lng: -83.737711),  Route carried "on" structure: Interstate 80K,  Year Built: 1954,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 12,212 (year 2015),  Truck Traffic: 43%,  Average Future Daily Traffic: 16,950 (year 2035),  Design Load: HS 20,  Features Intersected: ALBON RD,  Facility Carried by Structure: I80 OH TPK WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.279,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 13.4m (44.0ft),  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-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 4829522,  Location: 3.3MI WEST OF EXIT 59 (Lat: 41.591139,  Lng: -83.732869),  Route carried "on" structure: Interstate 80K,  Year Built: 1954,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 12,212 (year 2015),  Truck Traffic: 43%,  Average Future Daily Traffic: 16,950 (year 2035),  Design Load: HS 20,  Features Intersected: CONRAIL RR (ABD),  Facility Carried by Structure: I80 OH TPK EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.682,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

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

Find on map >>   Show street view

Structure Number: 482953,  Location: 3.3MI WEST OF EXIT 59 (Lat: 41.591369,  Lng: -83.732869),  Route carried "on" structure: Interstate 80K,  Year Built: 1954,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 12,212 (year 2015),  Truck Traffic: 43%,  Average Future Daily Traffic: 16,950 (year 2035),  Design Load: HS 20,  Features Intersected: CONRAIL RR (ABD),  Facility Carried by Structure: I80 OH TPK WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.682,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

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

Find on map >>   Show street view

Structure Number: 4829573,  Location: 2.3MI WEST OF EXIT 59 (Lat: 41.591861,  Lng: -83.713361),  Route carried "on" structure: County highway C0098,  Year Built: 1954,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 7,770 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 33,899 (year 2035),  Design Load: HS 20,  Features Intersected: I80 OHIO TPK,  Facility Carried by Structure: HOLLOWAY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.869,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.6 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 4830253,  Location: 0.4 MI. S OF AIRPORT HWY (Lat: 41.607050,  Lng: -83.699369),  Route carried "on" structure: County highway C1571,  Year Built: 1916,  Year Reconstructed: 1939,  Status: Posted for load,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 9,884 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,719 (year 2035),  Design Load: H 15,  Features Intersected: CAIRL CREEK 0616,  Facility Carried by Structure: PERRYSBURG-HOLLAND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 32.4 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: 25.9 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 483049,  Location: 0.25 MI. S. OF FRANKFORT (Lat: 41.640239,  Lng: -83.761689),  Route carried "on" structure: County highway C0065,  Year Built: 1931,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 4,924 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,835 (year 2035),  Design Load: HS 15,  Features Intersected: DRENNAN DITCH 2234,  Facility Carried by Structure: CRISSEY RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.953,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 22.1m (72.5ft),  Out-to-Out Width: 22.7m (74.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  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: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 4830512,  Location: 0.28 MI S OF AIRPORT HWY (Lat: 41.606339,  Lng: -83.737400),  Route carried "on" structure: County highway C0086,  Year Built: 2012,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 1,173 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,628 (year 2035),  Design Load: HL 93,  Features Intersected: WOLF CREEK 0606,  Facility Carried by Structure: ALBON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.295,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 85.5 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: 51.2 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: 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Other

Find on map >>   Show street view

Structure Number: 4831004,  Location: 0.3 MI. N. OF ANGOLA RD. (Lat: 41.629450,  Lng: -83.722789),  Route carried "on" structure: County highway C0071,  Year Built: 1931,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 2,711 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,763 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: DRENNAN DITCH 2231,  Facility Carried by Structure: KING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.499,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 37.1m (121.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 29.2 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: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Superior 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,  Membrane: Preformed Fabric,  Deck Protection: Other

Find on map >>   Show street view

Structure Number: 483147,  Location: 0.03 MI. S. OF S.R.2 (Lat: 41.609889,  Lng: -83.728769),  Route carried "on" structure: County highway T1441,  Year Built: 1973,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 1,295 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,797 (year 2035),  Design Load: HS 20,  Features Intersected: WOLF CREEK 2052,  Facility Carried by Structure: ROYCROFT DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.024,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 4831705,  Location: 0.14 MI W. OF HOLLOWAY RD (Lat: 41.595631,  Lng: -83.720831),  Route carried "on" structure: County highway C0084,  Year Built: 1977,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 4,215 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,850 (year 2035),  Design Load: H 20,  Features Intersected: CAIRL DITCH 0614,  Facility Carried by Structure: GARDEN RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.964,  Lanes on structure: 2,  Owner: County 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: 8.2m (26.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 4831829,  Location: 0.2 MI. N. OF AIRPORT HWY (Lat: 41.613481,  Lng: -83.720400),  Route carried "on" structure: County highway C0564,  Year Built: 1980,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 1,295 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,797 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: WOLF CREEK 1876,  Facility Carried by Structure: RANCAMP AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.354,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 4832035,  Location: 0.1 MI. W. OF CRISSEY RD. (Lat: 41.597181,  Lng: -83.763381),  Route carried "on" structure: County highway C0084,  Year Built: 1981,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 157 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 218 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: WOLF CREEK 0594,  Facility Carried by Structure: GARDEN RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.560,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  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: 6.7m (22.0ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Very good,  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 minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 483228,  Location: 0.1 MI. E. OF HOLLOWAY RD (Lat: 41.602950,  Lng: -83.712069),  Route carried "on" structure: County highway T0082,  Year Built: 1984,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 951 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,320 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CAIRL DITCH 0612,  Facility Carried by Structure: PILLIOD RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.849,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  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: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 4832353,  Location: 0.1 MI. S. OF GARDEN RD. (Lat: 41.594381,  Lng: -83.737500),  Route carried "on" structure: County highway C0086,  Year Built: 1987,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 2,136 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,965 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CAIRL DITCH 0628,  Facility Carried by Structure: ALBON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.107,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.2m (40.0ft)

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 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 4832507,  Location: 0.13 M. S. OF GARDEN ROAD (Lat: 41.593711,  Lng: -83.727739),  Route carried "on" structure: County highway C0099,  Year Built: 1992,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 951 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,320 (year 2035),  Design Load: H 20,  Features Intersected: CAIRL DITCH 0629,  Facility Carried by Structure: GUNN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.123,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  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: 14.9m (48.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  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: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 4832523,  Location: 0.09 M. S. OF AIRPORT HWY (Lat: 41.610569,  Lng: -83.703300),  Route carried "on" structure: County highway C1571,  Year Built: 1992,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 9,884 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,719 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: WOLF CREEK 0584,  Facility Carried by Structure: PERRYSBURG HOLLAND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.399,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Excellent,  Channel: Excellent,  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: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 4832655,  Location: 0.27 MI. N. OF GARDEN RD. (Lat: 41.599511,  Lng: -83.713331),  Route carried "on" structure: County highway C0098,  Year Built: 2000,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 7,770 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,785 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CAIRL DITCH 0613,  Facility Carried by Structure: HOLLOWAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.706,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Excellent,  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: 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 4863801,  Location: 0.32 M. N. OF AIRPORT HWY (Lat: 41.615081,  Lng: -83.713231),  Route carried "on" structure: City street MOLWY,  Year Built: 1990,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 4,317 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,992 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: WOLF CREEK 0544,  Facility Carried by Structure: HOLLOWAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.755,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 12.8m (42.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 65.1 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: 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: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 4800184,  Location: 1.45 mi. North of IR 80 (Lat: 41.612939,  Lng: -83.691361),  Route carried "under" structure: Interstate 475,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 80,199 (year 2019),  Truck Traffic: 9%,  Features Intersected: SR 2
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 7.580,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

Find on map >>   Show street view

Structure Number: 4807537,  Location: 0.75 Mi. N. of SR 2 (Lat: 41.623939,  Lng: -83.692781),  Route carried "under" structure: County highway C0032,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 1974),  Features Intersected: IR 475
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 14.404,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 13.4m (44.0ft)

Find on map >>   Show street view

Structure Number: 4807561,  Location: 0.75 Mi. N. of SR 2 (Lat: 41.623931,  Lng: -83.692311),  Route carried "under" structure: County highway C0032,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 1974),  Features Intersected: IR 475
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 14.420,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 13.4m (44.0ft)

Find on map >>   Show street view

Structure Number: 4829492,  Location: 3.5MI WEST OF EXIT 59 (Lat: 41.590619,  Lng: -83.737711),  Route carried "under" structure: County highway 86,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 2,136 (year 2015),  Truck Traffic: 5%,  Features Intersected: I80 OHIO TPK,  Facility Carried by Structure: ALBON RD
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 3.541,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

Find on map >>   Show street view

Structure Number: 4829506,  Location: 3.5MI WEST OF EXIT 59 (Lat: 41.590850,  Lng: -83.737711),  Route carried "under" structure: County highway 86,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 2,136 (year 2015),  Truck Traffic: 5%,  Features Intersected: I80 OHIO TPK,  Facility Carried by Structure: ALBON RD
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 3.557,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

Find on map >>   Show street view

Structure Number: 4829573,  Location: 2.3MI WEST OF EXIT 59 (Lat: 41.591861,  Lng: -83.713361),  Route carried "under" structure: Interstate 80K,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 24,423 (year 2015),  Truck Traffic: 43%,  Features Intersected: HOLLOWAY ROAD,  Facility Carried by Structure: I80 OHIO TPK
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 14.307,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)