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Bridge Statistics for Maumee, Ohio (OH) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Maumee, OH, Ohio, Ohio forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 37 Total length: 332 meters (1,089ft) Total average daily traffic: 549,494 Total average daily truck traffic: 84,426 National Bridge Inventory (NBI) Registered Bridges for Maumee
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Find on map >>
Structure Number: 4800907, Location: 0.2MI EAST OF EXIT 4 (Lat: 41.590000, Lng: -83.665000), Route carried "on" structure: Ramp US 20, Year Built: 1954, Year Reconstructed: 1991, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 3,600 (year 1979), Average Future Daily Traffic: 35,783 (year 2026), Design Load: HS 20, Features Intersected: TPK RMP OVER US 20 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.060, Lanes on structure: 2, Lanes under structure: 4, Owner: State Agenciy, Approaching Roadway Width: 14.0m (45.9ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.3m (33.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 4801385, Location: 00024 (Lat: 41.553333, Lng: -83.686667), Route carried "on" structure: US 24, Year Built: 1966, Year Reconstructed: 1986, Status: Open, Structure Length: 8.99m (29.49ft), Average Daily Traffic: 20,860 (year 2003), Truck Traffic: 8%, Average Future Daily Traffic: 26,663 (year 2027), Design Load: HS 20, Features Intersected: IR 475 & US23 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.520, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 28.7m (94.2ft), Out-to-Out Width: 30.7m (100.7ft) Condition: Deck: Poor, 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 4801393, Location: 00024 (Lat: 41.540000, Lng: -83.703333), Route carried "on" structure: County highway 2089, Year Built: 1978, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 450 (year 1980), Average Future Daily Traffic: 43,368 (year 2027), Design Load: HS 20+Mod, Features Intersected: US 24, Facility Carried by Structure: HIGHWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.210, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 16.6m (54.5ft), Out-to-Out Width: 17.8m (58.4ft) Condition: Deck: Good, 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 desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 4829646, Location: 1MI WEST OF EXIT 4 (Lat: 41.591667, Lng: -83.688333), Route carried "on" structure: City street MANLY, Year Built: 1954, Year Reconstructed: 1989, Status: Open, Structure Length: 8.05m (26.41ft), Average Daily Traffic: 16,000 (year 1990), Truck Traffic: 38%, Average Future Daily Traffic: 13,783 (year 2027), Design Load: H 10, Features Intersected: I80 OHIO TPK, Facility Carried by Structure: MANLEY RD OVER TPK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.400, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Good, 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: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 4829662, Location: 0.6MI WEST OF EXIT 4 (Lat: 41.591667, Lng: -83.680000), Route carried "on" structure: City street 1321, Year Built: 1954, Year Reconstructed: 1984, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 16,000 (year 1990), Truck Traffic: 38%, Average Future Daily Traffic: 13,783 (year 2027), Design Load: HS 20, Features Intersected: I80 OHIO TPK, Facility Carried by Structure: HOLLAND RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.090, Lanes on structure: 4, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 15.9m (52.2ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.4m (53.8ft) 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 4829689, Location: 0.1MI WEST OF EXIT 4 (Lat: 41.591667, Lng: -83.671667), Route carried "on" structure: Ramp Interstate 80K, Year Built: 1954, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 4,210 (year 1980), Average Future Daily Traffic: 13,783 (year 2027), Design Load: HS 20, Features Intersected: 80K, Facility Carried by Structure: RAMP OVER OH TPK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.820, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 14.3m (46.9ft), Skew: 20 degrees, 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: 23.5m (77.1ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.3m (33.8ft) 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 4829727, Location: 0.2MI EAST OF EXIT 4 (Lat: 41.591667, Lng: -83.665000), Route carried "on" structure: Interstate 80K, Year Built: 1954, Year Reconstructed: 1988, Status: Open, Structure Length: 5.40m (17.72ft), Average Daily Traffic: 11,000 (year 1990), Truck Traffic: 27%, Average Future Daily Traffic: 15,268 (year 2027), Design Load: HS 20, Features Intersected: US 20 MP0598, Facility Carried by Structure: US 20 OVER TPK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.330, Lanes on structure: 2, Lanes under structure: 4, 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: 4, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft) 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: Equal to 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: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 4829735, Location: 0.2MI EAST OF EXIT 4 (Lat: 41.591667, Lng: -83.665000), Route carried "on" structure: Interstate 80K, Year Built: 1954, Year Reconstructed: 1988, Status: Open, Structure Length: 5.40m (17.72ft), Average Daily Traffic: 11,000 (year 1990), Truck Traffic: 27%, Average Future Daily Traffic: 15,268 (year 2026), Design Load: HS 20, Features Intersected: US 20 MP0598, Facility Carried by Structure: US 20 OVER TPK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.330, Lanes on structure: 2, Lanes under structure: 4, 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: 4, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.1m (46.3ft) 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 4829751, Location: 0.7MI EAST OF EXIT 4 (Lat: 41.591667, Lng: -83.655000), Route carried "on" structure: City street 2132, Year Built: 1954, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 22,000 (year 1990), Truck Traffic: 27%, Average Future Daily Traffic: 18,613 (year 2026), Design Load: H 10, Features Intersected: I80 OHIO TPK, Facility Carried by Structure: CASS RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.060, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 11.9m (39.0ft), 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: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 4829808, Location: 1.2MI EAST OF EXIT 4 (Lat: 41.590000, Lng: -83.645000), Route carried "on" structure: City street 2133, Year Built: 1954, Year Reconstructed: 1983, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 22,000 (year 1990), Truck Traffic: 27%, Average Future Daily Traffic: 18,613 (year 2027), Design Load: H 10, Features Intersected: I80 OHIO TPK, Facility Carried by Structure: KEY ST OVER TPK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.640, Lanes on structure: 4, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 16.4m (53.8ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 4829824, Location: NO DATA (Lat: 41.590000, Lng: -83.640000), Route carried "on" structure: Interstate 80K, Year Built: 1954, Year Reconstructed: 1988, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 11,000 (year 1990), Truck Traffic: 27%, Average Future Daily Traffic: 15,268 (year 2027), Design Load: HS 20, Features Intersected: MICHIGAN AVE MP0611, Facility Carried by Structure: MICHIGAN AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.360, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Owner: State Toll Authority, 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: 18.0m (59.1ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Good, 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 4829832, Location: NO DATA (Lat: 41.590000, Lng: -83.640000), Route carried "on" structure: Interstate 80K, Year Built: 1954, Year Reconstructed: 1988, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 11,000 (year 1990), Truck Traffic: 27%, Average Future Daily Traffic: 15,268 (year 2027), Design Load: HS 20, Features Intersected: MICHIGAN AVE MP0611, Facility Carried by Structure: MICHIGAN AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.360, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Owner: State Toll Authority, 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: 18.0m (59.1ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Good, 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 4829859, Location: 1.9MI EAST OF EXIT 4 (Lat: 41.590000, Lng: -83.638333), Route carried "on" structure: Interstate 80K, Year Built: 1954, Year Reconstructed: 1988, Status: Open, Structure Length: 10.64m (34.91ft), Average Daily Traffic: 11,000 (year 1990), Truck Traffic: 27%, Average Future Daily Traffic: 15,268 (year 2027), Design Load: HS 20, Features Intersected: NS RR&STENGEL AVE MP0615, Facility Carried by Structure: I80 OH TPK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.110, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft) 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: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 4829867, Location: 1.9MI EAST OF EXIT 4 (Lat: 41.590000, Lng: -83.636667), Route carried "on" structure: Interstate 80K, Year Built: 1954, Year Reconstructed: 1988, Status: Open, Structure Length: 10.64m (34.91ft), Average Daily Traffic: 11,000 (year 1990), Truck Traffic: 27%, Average Future Daily Traffic: 15,268 (year 2027), Design Load: HS 20, Features Intersected: NS RR&STENGEL AV MP0615, Facility Carried by Structure: I80 OH TPK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.110, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Good, 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: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 4829883, Location: 2.4MI EAST OF EXIT 4 (Lat: 41.586667, Lng: -83.625000), Route carried "on" structure: City street CYSTL, Year Built: 1954, Year Reconstructed: 1998, Status: Open, Structure Length: 8.35m (27.40ft), Average Daily Traffic: 22,000 (year 1990), Truck Traffic: 27%, Average Future Daily Traffic: 18,613 (year 2025), Design Load: HS 20+Mod, Features Intersected: I80 OHIO TPK, Facility Carried by Structure: CRYSTAL AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.030, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 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: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 4829905, Location: 2.7MI EAST OF EXIT 4 (Lat: 41.585000, Lng: -83.620000), Route carried "on" structure: US 24, Year Built: 1954, Year Reconstructed: 1998, Status: Open, Structure Length: 7.28m (23.88ft), Average Daily Traffic: 5,660 (year 2003), Truck Traffic: 3%, Average Future Daily Traffic: 18,613 (year 2029), Design Load: HS 20+Mod, Features Intersected: I80 OHIO TPK, Facility Carried by Structure: DETROIT RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.300, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 18.9m (62.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 41.5m (136.2ft), Out-to-Out Width: 45.7m (149.9ft) Condition: Deck: Satisfactory, Superstructure: Very 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: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 4829921, Location: 3.2MI EAST OF EXIT 4 (Lat: 41.581667, Lng: -83.610000), Route carried "on" structure: City street RIVER, Year Built: 1954, Year Reconstructed: 1995, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 22,000 (year 1990), Truck Traffic: 27%, Average Future Daily Traffic: 18,613 (year 2027), Design Load: H 15, Features Intersected: I80 OHIO TPK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.770, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, 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: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 13.6m (44.6ft) 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 4829956, Location: 3.4MI EAST OF EXIT 59 (Lat: 41.580833, Lng: -83.607500), Route carried "on" structure: Interstate 80K, Year Built: 1953, Year Reconstructed: 1997, Status: Open, Structure Length: 43.95m (144.19ft), Average Daily Traffic: 11,000 (year 1990), Truck Traffic: 27%, Average Future Daily Traffic: 15,268 (year 2027), Design Load: HS 25, Features Intersected: MAUMEE RIVER MP0630, Facility Carried by Structure: I80 OH TPK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.230, Lanes on structure: 2, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Navigation Control: Yes ( Vertical Clearance: 12.5m (41.0ft), Horizontal Clearance: 33.5m (109.9ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 44.2m (145.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 19.3m (63.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: 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 desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 4829964, Location: 3.4MI EAST OF EXIT 59 (Lat: 41.580833, Lng: -83.607500), Route carried "on" structure: Interstate 80K, Year Built: 1953, Year Reconstructed: 1997, Status: Open, Structure Length: 44.47m (145.90ft), Average Daily Traffic: 11,000 (year 1990), Truck Traffic: 27%, Average Future Daily Traffic: 15,268 (year 2027), Design Load: HS 25, Features Intersected: MAUMEE RIVER MP0630, Facility Carried by Structure: I80 OH TPK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.230, Lanes on structure: 2, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Navigation Control: Yes ( Vertical Clearance: 12.5m (41.0ft), Horizontal Clearance: 33.5m (109.9ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 44.2m (145.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 19.3m (63.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: 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 desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 4800907, Location: 0.2MI EAST OF EXIT 4 (Lat: 41.590000, Lng: -83.665000), Route carried "under" structure: US 20, Year Built: 1954, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 25,780 (year 2000), Truck Traffic: 4%, Features Intersected: TPK RMP OVER US 20 MP059 Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 2.701, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.5m (54.1ft) Find on map >>
Structure Number: 4801385, Location: 00024 (Lat: 41.553333, Lng: -83.686667), Route carried "under" structure: Interstate 475, Year Built: 1966, Structure Length: 8.99m (29.49ft), Average Daily Traffic: 60,330 (year 2003), Truck Traffic: 17%, Features Intersected: USR 24, Facility Carried by Structure: U.S. 24 Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.009, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft) Find on map >>
Structure Number: 4801393, Location: 00024 (Lat: 41.540000, Lng: -83.703333), Route carried "under" structure: US 24, Year Built: 1978, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 30,394 (year 2003), Truck Traffic: 16%, Features Intersected: FALLEN TIMBERS LN C-2089, Facility Carried by Structure: HIGHWAY Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 2.251, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft) Find on map >>
Structure Number: 4801407, Location: 1/2 MI WEST OF I475/23 (Lat: 41.545833, Lng: -83.700000), Route carried "under" structure: US 24, Year Built: 2006, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 33,050 (year 2003), Truck Traffic: 14%, Features Intersected: FALLEN TIMBERS PED BRIDG, Facility Carried by Structure: PEDESTRIAN BRIDGE Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 2.309, Lanes under structure: 6, Material/Design: Steel, Length of Maximum Span: 41.8m (137.1ft) Find on map >>
Structure Number: 4829646, Location: 1MI WEST OF EXIT 4 (Lat: 41.591667, Lng: -83.688333), Route carried "under" structure: Interstate 80K, Year Built: 1954, Structure Length: 8.05m (26.41ft), Average Daily Traffic: 9,930 (year 1972), Features Intersected: MANLEY RD MP0586, Facility Carried by Structure: MANLEY RD OVER TPK Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 1.645, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.0m (68.9ft) Find on map >>
Structure Number: 4829662, Location: 0.6MI WEST OF EXIT 4 (Lat: 41.591667, Lng: -83.680000), Route carried "under" structure: Interstate 80K, Year Built: 1954, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 9,930 (year 1972), Features Intersected: HOLLAND RD MP0590, Facility Carried by Structure: HOLLAND RD Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 1.703, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.0m (68.9ft) Find on map >>
Structure Number: 4829689, Location: 0.1MI WEST OF EXIT 4 (Lat: 41.591667, Lng: -83.671667), Route carried "under" structure: Interstate 80K, Year Built: 1954, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 9,930 (year 1972), Features Intersected: RAMP OVER OHIO TPK MP059, Facility Carried by Structure: RAMP OVER OH TPK Minimum Vertical Clearance: 0.46m (1.51ft), Kilometerpoint: 1.782, 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: 23.5m (77.1ft) Find on map >>
Structure Number: 4829727, Location: 0.2MI EAST OF EXIT 4 (Lat: 41.591667, Lng: -83.665000), Route carried "under" structure: US 20, Year Built: 1954, Structure Length: 5.40m (17.72ft), Average Daily Traffic: 26,660 (year 2003), Truck Traffic: 4%, Features Intersected: I80 OHIO TPK Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 2.677, 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: 16.5m (54.1ft) Find on map >>
Structure Number: 4829735, Location: 0.2MI EAST OF EXIT 4 (Lat: 41.591667, Lng: -83.665000), Route carried "under" structure: US 20, Year Built: 1954, Structure Length: 5.40m (17.72ft), Average Daily Traffic: 26,660 (year 2003), Truck Traffic: 4%, Features Intersected: I80 OHIO TPK Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 2.681, 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: 16.5m (54.1ft) Find on map >>
Structure Number: 4829751, Location: 0.7MI EAST OF EXIT 4 (Lat: 41.591667, Lng: -83.655000), Route carried "under" structure: Interstate 80K, Year Built: 1954, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 13,410 (year 1972), Features Intersected: CASS RD MP0603, Facility Carried by Structure: CASS RD Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 1.917, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft) Find on map >>
Structure Number: 4829808, Location: 1.2MI EAST OF EXIT 4 (Lat: 41.590000, Lng: -83.645000), Route carried "under" structure: Interstate 80K, Year Built: 1954, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 13,410 (year 1972), Features Intersected: KEY STREET MP0608, Facility Carried by Structure: KEY ST OVER TPK Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 1.996, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft) Find on map >>
Structure Number: 4829824, Location: NO DATA (Lat: 41.590000, Lng: -83.640000), Route carried "under" structure: City street 2127, Year Built: 1954, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 3,300 (year 1973), Features Intersected: I80 OHIO TPK, Facility Carried by Structure: MICHIGAN AVE Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.243, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.0m (59.1ft) Find on map >>
Structure Number: 4829832, Location: NO DATA (Lat: 41.590000, Lng: -83.640000), Route carried "under" structure: City street 2127, Year Built: 1954, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 3,300 (year 1973), Features Intersected: I80 OHIO TPK, Facility Carried by Structure: MICHIGAN AVE Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.245, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.0m (59.1ft) Find on map >>
Structure Number: 4829859, Location: 1.9MI EAST OF EXIT 4 (Lat: 41.590000, Lng: -83.638333), Route carried "under" structure: City street STNGL, Year Built: 1954, Structure Length: 10.64m (34.91ft), Average Daily Traffic: 200 (year 1973), Features Intersected: I80 OHIO TPK, Facility Carried by Structure: I80 OH TPK Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 0.024, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.8m (78.1ft) Find on map >>
Structure Number: 4829867, Location: 1.9MI EAST OF EXIT 4 (Lat: 41.590000, Lng: -83.636667), Route carried "under" structure: City street STNGL, Year Built: 1954, Structure Length: 10.64m (34.91ft), Average Daily Traffic: 200 (year 1973), Features Intersected: I80 OHIO TPK, Facility Carried by Structure: I80 OH TPK Minimum Vertical Clearance: 7.52m (24.67ft), Kilometerpoint: 0.026, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.8m (78.1ft) Find on map >>
Structure Number: 4829883, Location: 2.4MI EAST OF EXIT 4 (Lat: 41.586667, Lng: -83.625000), Route carried "under" structure: Interstate 80K, Year Built: 1954, Structure Length: 8.35m (27.40ft), Average Daily Traffic: 13,410 (year 1972), Features Intersected: CRYSTAL AVE MP0620, Facility Carried by Structure: CRYSTAL AVE Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 2.183, 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) Find on map >>
Structure Number: 4829905, Location: 2.7MI EAST OF EXIT 4 (Lat: 41.585000, Lng: -83.620000), Route carried "under" structure: Interstate 80K, Year Built: 1954, Structure Length: 7.28m (23.88ft), Average Daily Traffic: 13,410 (year 1972), Features Intersected: US24 SR25 DETROIT MP0623, Facility Carried by Structure: DETROIT RD Minimum Vertical Clearance: 0.46m (1.51ft), Kilometerpoint: 2.223, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft) Find on map >>
Structure Number: 4829921, Location: 3.2MI EAST OF EXIT 4 (Lat: 41.581667, Lng: -83.610000), Route carried "under" structure: Interstate 80K, Year Built: 1954, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 13,410 (year 1972), Features Intersected: RIVER RD MP0628, Facility Carried by Structure: RIVER RD Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 2.315, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft) Discuss this city on our hugely popular Ohio forum Back to: Maumee, OH, Ohio, All US cities.
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