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Bridge Statistics for Medina, Ohio (OH) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Medina, OH, Ohio, Ohio forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 13 Total length: 25 meters (82ft) Total average daily traffic: 46,717 Total average daily truck traffic: 2,644 Total future (year 2025) average daily traffic: 66,553 National Bridge Inventory (NBI) Registered Bridges for Medina
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 5200172, Location: 3.84 MILES SOUTH OF I-71 (Lat: 41.153333, Lng: -81.833333), Route carried "on" structure: State highway 3, Year Built: 1993, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 9,110 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 10,715 (year 2027), Design Load: HS 20+Mod, Features Intersected: ROCKY RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.250, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.4 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 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: 5202086, Location: .16 MI S OF SR.18 (Lat: 41.135000, Lng: -81.862778), Route carried "on" structure: State highway 57, Year Built: 2004, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 9,250 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 16,517 (year 2026), Design Load: HS 20+Mod, Features Intersected: OVER CHAMPION CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.010, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 16.8m (55.1ft) Condition: Deck: Very good, Superstructure: Very good, 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 523324, Location: 4500' E OF RD 19 (Lat: 41.136667, Lng: -81.870000), Route carried "on" structure: City street 4, Year Built: 1964, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 3,000 (year 1997), Truck Traffic: 10%, Average Future Daily Traffic: 4,164 (year 2029), Design Load: HS 20, Features Intersected: CHAMPION CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Critical, Channel: Critical, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 5234697, Location: 1829' E OF RD 22 (Lat: 41.980000, Lng: -84.825000), Route carried "on" structure: County highway 76, Year Built: 1965, Year Reconstructed: 1998, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,366 (year 1996), Truck Traffic: 3%, Average Future Daily Traffic: 3,284 (year 2027), Design Load: HS 20, Features Intersected: BR OF W BR ROCKY RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.4 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2007, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous Structure Number: 5241979, Location: 02MI.S.OF RTE.4, Route carried "on" structure: City street CHAMP, Year Built: 1999, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 200 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 240 (year 2025), Design Load: HS 20+Mod, Features Intersected: CHAMPION CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Structure Number: 5243076, Location: 1MI.W.OF WESTFIELD, Route carried "on" structure: City street 97, Year Built: 2002, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 3,500 (year 2002), Truck Traffic: 11%, Average Future Daily Traffic: 4,858 (year 2029), Design Load: HS 20+Mod, Features Intersected: STREAM, Facility Carried by Structure: GREENWIICH RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.7m (22.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: 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 replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Structure Number: 5243092, Location: AT RITTMAN RD., Route carried "on" structure: City street 16, Year Built: 2001, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 800 (year 2001), Truck Traffic: 6%, Average Future Daily Traffic: 1,110 (year 2027), Design Load: HS 20+Mod, Features Intersected: STREAM, Facility Carried by Structure: SEVILLE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Good, Superstructure: 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: 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: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Structure Number: 524313, Location: AT HUBBARD VALLEY RD., Route carried "on" structure: City street 118, Year Built: 2000, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 600 (year 2000), Truck Traffic: 8%, Average Future Daily Traffic: 833 (year 2027), Design Load: HS 20+Mod, Features Intersected: STREAM, Facility Carried by Structure: BLAKE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 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: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Structure Number: 5243157, Location: JUST N.OF WOLFF RD., Route carried "on" structure: City street 22, Year Built: 2000, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 4,226 (year 1997), Truck Traffic: 2%, Average Future Daily Traffic: 5,866 (year 2027), Design Load: HS 20+Mod, Features Intersected: W.BR.ROCKY RIVER, Facility Carried by Structure: MARKS RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Structure Number: 5243165, Location: JUST E.OF SR.252, Route carried "on" structure: City street 128, Year Built: 1999, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 500 (year 1999), Truck Traffic: 8%, Average Future Daily Traffic: 694 (year 2027), Design Load: HS 20+Mod, Features Intersected: STREAM, Facility Carried by Structure: NEFF RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Structure Number: 5243173, Location: JUST W.OF HUBBARD VALL, Route carried "on" structure: City street 97, Year Built: 2004, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 3,730 (year 1994), Truck Traffic: 12%, Average Future Daily Traffic: 5,177 (year 2027), Design Load: HS 20+Mod, Features Intersected: HUBBARD CREEK, Facility Carried by Structure: GREENWICH RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Good, Superstructure: 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Structure Number: 5244218, Location: 5.08MI.E.OF SR.18, Route carried "on" structure: County highway 470, Year Built: 1996, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1 (year 2000), Average Future Daily Traffic: 1 (year 2027), Design Load: HS 20+Mod, Features Intersected: BR.OF W.BR.ROCKY FORK, Facility Carried by Structure: ABBYVILLE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 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: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum 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 12 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 524456, Location: .25 MI. W. OF SR 42 (Lat: 41.980000, Lng: -84.825000), Route carried "on" structure: County highway 70, Year Built: 1994, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 9,434 (year 1998), Truck Traffic: 5%, Average Future Daily Traffic: 13,094 (year 2027), Design Load: HS 20+Mod, Features Intersected: TRIB. TO W. BR. ROCKY RV Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Discuss this city on our hugely popular Ohio forum Back to: Medina, OH, Ohio, All US cities.
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