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

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National Bridge Inventory (NBI) Statistics
Number of bridges: 17
Total length: 101 meters (331ft)
Total average daily traffic: 385,990
Total average daily truck traffic: 66,449
National Bridge Inventory (NBI) Registered Bridges for Perrysburg
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New bridges - Historical Statistics

  • 1940-1949: 1
  • 1950-1959: 0
  • 1960-1969: 16

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

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Structure Number: 8701865,  Location: 00025 (Lat: 41.532722,  Lng: -83.636067),  Route carried "on" structure: State highway 25,  Year Built: 1965,  Status: Open,  Structure Length: 8.63m (28.31ft),  Average Daily Traffic: 30,903 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 42,893 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: IR 475 (TOLEDO WESTBELT)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.550,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 23.6m (77.4ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8702705,  Location: 00065 (Lat: 41.540481,  Lng: -83.681814),  Route carried "on" structure: State highway 65,  Year Built: 1964,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 2,770 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,845 (year 2033),  Design Load: H 20,  Features Intersected: GRASSY CR DIVERSION CHAN,  Facility Carried by Structure: HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.580,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8702764,  Location: 00065 (Lat: 41.541025,  Lng: -83.679458),  Route carried "on" structure: State highway 65,  Year Built: 1964,  Status: Open,  Structure Length: 8.87m (29.10ft),  Average Daily Traffic: 2,770 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,845 (year 2033),  Design Load: H 20,  Features Intersected: IR 475 (TOLEDO WESTBELT),  Facility Carried by Structure: HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.780,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 8704449,  Location: 2 (Lat: 41.550192,  Lng: -83.603272),  Route carried "on" structure: Interstate 75,  Year Built: 1967,  Status: Open,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 27,835 (year 2009),  Truck Traffic: 21%,  Average Future Daily Traffic: 38,635 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: USR 20 & 23,  Facility Carried by Structure: HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.530,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 8704473,  Location: 2 (Lat: 41.550192,  Lng: -83.603272),  Route carried "on" structure: Interstate 75,  Year Built: 1967,  Status: Open,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 27,835 (year 2009),  Truck Traffic: 21%,  Average Future Daily Traffic: 38,635 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: USR 20 & 23,  Facility Carried by Structure: HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.530,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 23.1m (75.8ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 8705461,  Location: 2 (Lat: 41.538208,  Lng: -83.615267),  Route carried "on" structure: State highway 199,  Year Built: 1965,  Status: Open,  Structure Length: 10.15m (33.30ft),  Average Daily Traffic: 2,790 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,873 (year 2033),  Design Load: H 20,  Features Intersected: IR 75 & USR 23,  Facility Carried by Structure: HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.750,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 26.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8706638,  Location: 1 MI WEST OF SR-25 INT (Lat: 41.532611,  Lng: -83.655478),  Route carried "on" structure: Interstate 475,  Year Built: 1964,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 26,530 (year 2009),  Truck Traffic: 20%,  Average Future Daily Traffic: 36,824 (year 2033),  Design Load: HS 20,  Features Intersected: TWP RD 106 (FT MEIGS RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.450,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 8706662,  Location: 1 MI WEST OF SR-25 INT. (Lat: 41.532611,  Lng: -83.655478),  Route carried "on" structure: Interstate 475,  Year Built: 1964,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 26,530 (year 2009),  Truck Traffic: 20%,  Average Future Daily Traffic: 36,824 (year 2033),  Design Load: HS 20,  Features Intersected: TWP RD 106 (FT MEIGS RD),  Facility Carried by Structure: HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.450,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 87072,  Location: 795 (Lat: 41.565008,  Lng: -83.593461),  Route carried "on" structure: State highway 795,  Year Built: 1943,  Year Reconstructed: 1967,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 10,980 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,240 (year 2033),  Design Load: HS 20,  Features Intersected: GRASSY CREEK,  Facility Carried by Structure: HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.080,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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 desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8748497,  Location: .5 MILES S.OF S.R.65 (Lat: 41.535092,  Lng: -83.675025),  Route carried "on" structure: County highway T097C,  Year Built: 1961,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 85 (year 1999),  Average Future Daily Traffic: 118 (year 2028),  Design Load: H 15,  Features Intersected: DITCH2090 HULL PRAIRIE R,  Facility Carried by Structure: HULL PRAIRIE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  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: 13.1m (43.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 47.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 8701865,  Location: 00025 (Lat: 41.532722,  Lng: -83.636067),  Route carried "under" structure: Interstate 475,  Year Built: 1965,  Structure Length: 8.63m (28.31ft),  Average Daily Traffic: 52,692 (year 2009),  Truck Traffic: 20%,  Features Intersected: US 25 (DIXIE HIGHWAY),  Facility Carried by Structure: S.R. 25
Minimum Vertical Clearance: 0.49m (1.61ft),  Kilometerpoint: 0.184,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 8702764,  Location: 00065 (Lat: 41.541025,  Lng: -83.679458),  Route carried "under" structure: Interstate 475,  Year Built: 1964,  Structure Length: 8.87m (29.10ft),  Average Daily Traffic: 53,060 (year 2009),  Truck Traffic: 20%,  Features Intersected: SR 65 (GRAND RAPIDS ROAD,  Facility Carried by Structure: HIGHWAY
Minimum Vertical Clearance: 5.77m (18.93ft),  Kilometerpoint: 0.576,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 8704449,  Location: 2 (Lat: 41.550192,  Lng: -83.603272),  Route carried "under" structure: US 20,  Year Built: 1967,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 31,230 (year 2009),  Truck Traffic: 13%,  Features Intersected: IR 75,  Facility Carried by Structure: HIGHWAY
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.456,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 8704473,  Location: 2 (Lat: 41.550192,  Lng: -83.603272),  Route carried "under" structure: US 20,  Year Built: 1967,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 31,230 (year 2009),  Truck Traffic: 13%,  Features Intersected: IR 75,  Facility Carried by Structure: HIGHWAY
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 0.459,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 8705461,  Location: 2 (Lat: 41.538208,  Lng: -83.615267),  Route carried "under" structure: Interstate 75,  Year Built: 1965,  Structure Length: 10.15m (33.30ft),  Average Daily Traffic: 57,610 (year 2009),  Truck Traffic: 22%,  Features Intersected: SR 199,  Facility Carried by Structure: HIGHWAY
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 4.189,  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: 8706638,  Location: 1 MI WEST OF SR-25 INT (Lat: 41.532611,  Lng: -83.655478),  Route carried "under" structure: City street 106,  Year Built: 1964,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 570 (year 1975),  Features Intersected: IR 475 (TOLEDO WESTBELT),  Facility Carried by Structure: I-475
Minimum Vertical Clearance: 0.61m (2.00ft),  Kilometerpoint: 0.101,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 8706662,  Location: 1 MI WEST OF SR-25 INT. (Lat: 41.532611,  Lng: -83.655478),  Route carried "under" structure: City street 106,  Year Built: 1964,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 570 (year 1975),  Features Intersected: IR 475 (TOLEDO WEST BELT,  Facility Carried by Structure: HIGHWAY
Minimum Vertical Clearance: 6.07m (19.91ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.7m (44.9ft)

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