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Bridge Statistics for Northwood, Ohio (OH) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Northwood, OH, Ohio, Ohio forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 16 Total length: 105 meters (344ft) Total average daily traffic: 342,492 Total average daily truck traffic: 70,884 National Bridge Inventory (NBI) Registered Bridges for Northwood
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 8702128, Location: SR 51, IR 280 INTERCHANGE (Lat: 41.610000, Lng: -83.476667), Route carried "on" structure: State highway 51, Year Built: 1991, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 18,140 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 26,500 (year 2027), Design Load: HS 20+Mod, Features Intersected: I.R. 280 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.890, Lanes on structure: 5, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.1m (115.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 22.6m (74.1ft) Condition: Deck: Satisfactory, 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum 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, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 8704864, Location: 2.22 MI. N. OF IR 80/90 (Lat: 41.593333, Lng: -83.555000), Route carried "on" structure: Interstate 75, Year Built: 1967, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 35,240 (year 2006), Truck Traffic: 26%, Average Future Daily Traffic: 42,959 (year 2027), Design Load: HS 20+Mod, Features Intersected: CSX RR, Facility Carried by Structure: HIGHWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.910, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.2m (56.4ft) 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: Equal to present minimum criteria, Underclear: Meets minimum limits, 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, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 8704899, Location: 2.22 MI. N. OF IR 80/90 (Lat: 41.593333, Lng: -83.555000), Route carried "on" structure: Interstate 75, Year Built: 1967, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 35,240 (year 2006), Truck Traffic: 26%, Average Future Daily Traffic: 42,959 (year 2027), Design Load: HS 20+Mod, Features Intersected: CSX RR, Facility Carried by Structure: HIGHWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.910, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.2m (56.4ft) 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: Equal to present minimum criteria, Underclear: Meets minimum limits, 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: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 8704929, Location: NO DATA (Lat: 41.608333, Lng: -83.541667), Route carried "on" structure: City street 109, Year Built: 1967, Year Reconstructed: 2001, Status: Open, Structure Length: 9.94m (32.61ft), Average Daily Traffic: 5,220 (year 1975), Average Future Daily Traffic: 100,186 (year 2027), Design Load: H 20, Features Intersected: IR 75, Facility Carried by Structure: WALES ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.430, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very 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 corrective action, Underclear: High priority of corrective action, 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 Find on map >>
Structure Number: 8704953, Location: NO DATA (Lat: 41.615000, Lng: -83.540000), Route carried "on" structure: Interstate 75, Year Built: 1967, Status: Open, Structure Length: 20.27m (66.50ft), Average Daily Traffic: 77,960 (year 2006), Truck Traffic: 24%, Average Future Daily Traffic: 100,186 (year 2027), Design Load: HS 20+Mod, Features Intersected: CSX RR, Facility Carried by Structure: I-270 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.610, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 48.8m (160.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 57.3m (188.0ft), Curb-To-Curb Width: 30.5m (100.1ft), Out-to-Out Width: 34.9m (114.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Better than present minimum criteria, 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: Low Slump Concrete Find on map >>
Structure Number: 8705941, Location: .74 MI. N. OF WALBRIDGE R (Lat: 41.598333, Lng: -83.476667), Route carried "on" structure: Interstate 280, Year Built: 1953, Year Reconstructed: 1987, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 18,130 (year 2006), Truck Traffic: 20%, Average Future Daily Traffic: 46,567 (year 2026), Design Load: H 20, Features Intersected: NORFOLK SOUTHERN RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.470, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.6m (61.0ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, 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: Low Slump Concrete Find on map >>
Structure Number: 8705984, Location: 0.1 MI. S. OF S.R. 51 (Lat: 41.608333, Lng: -83.476667), Route carried "on" structure: City street 1W09, Year Built: 1991, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 2,900 (year 1985), Truck Traffic: 5%, Average Future Daily Traffic: 46,567 (year 2026), Design Load: HS 20+Mod, Features Intersected: I.R. 280, Facility Carried by Structure: WALES ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.080, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.2m (108.9ft), Curb or Sidewalk Widths: Left: 30.5m (100.1ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, 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, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 8706034, Location: 0.4 MI N OF SR 51 (Lat: 41.616667, Lng: -83.476667), Route carried "on" structure: City street 1W82, Year Built: 1991, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 3,800 (year 1991), Truck Traffic: 5%, Average Future Daily Traffic: 44,502 (year 2026), Design Load: HS 20+Mod, Features Intersected: I.R. 280, Facility Carried by Structure: CURTICE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.810, Lanes on structure: 5, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 22.0m (72.2ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 21.6m (70.9ft), Out-to-Out Width: 22.6m (74.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 32.4 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 minimum 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, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 8706875, Location: NO DATA (Lat: 41.601667, Lng: -83.443333), Route carried "on" structure: State highway 579, Year Built: 1957, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 5,710 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 10,688 (year 2027), Design Load: H 20, Features Intersected: DRY CREEK, Facility Carried by Structure: HIGHWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.670, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 8706905, Location: NO DATA (Lat: 41.601667, Lng: -83.426667), Route carried "on" structure: State highway 579, Year Built: 1957, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 5,710 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 10,688 (year 2027), Design Load: H 20, Features Intersected: CEDAR CREEK, Facility Carried by Structure: HIGHWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.070, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Fair, Superstructure: Fair, 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: Somewhat better than minimum adequacy, 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: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 8735069, Location: .3 MI.N.OF STATE RT 579 (Lat: 41.610000, Lng: -83.416667), Route carried "on" structure: City street T016K, Year Built: 1977, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 805 (year 1991), Truck Traffic: 2%, Average Future Daily Traffic: 1,117 (year 2028), Design Load: HS 20, Features Intersected: DRY CREEK BRADNER ROAD, Facility Carried by Structure: BRADNER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.3m (27.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 32.4 metric tons, Inventory Rating: 32.4 metric tons, 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: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 874959, Location: 0.6 MI.S.OF S.R.65 & 199 (Lat: 41.616667, Lng: -83.537500), Route carried "on" structure: County highway C107C, Year Built: 1999, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 9,515 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 12,920 (year 2027), Design Load: HS 20+Mod, Features Intersected: CSX RAILROAD OREGON ROAD, Facility Carried by Structure: OREGON ROAD 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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.3m (83.0ft), 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: Excellent, Superstructure: Excellent, Substructure: Excellent, 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 desirable criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 8702128, Location: SR 51, IR 280 INTERCHANGE (Lat: 41.610000, Lng: -83.476667), Route carried "under" structure: Interstate 280, Year Built: 1991, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 14,016 (year 2006), Truck Traffic: 22%, Features Intersected: SR 51, Facility Carried by Structure: SR 51 Minimum Vertical Clearance: 0.48m (1.57ft), Kilometerpoint: 0.977, Lanes on structure: 5, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft) Find on map >>
Structure Number: 8704929, Location: NO DATA (Lat: 41.608333, Lng: -83.541667), Route carried "under" structure: Interstate 75, Year Built: 1967, Structure Length: 9.94m (32.61ft), Average Daily Traffic: 77,960 (year 2006), Truck Traffic: 24%, Features Intersected: WALES ROAD TR 104, Facility Carried by Structure: WALES ROAD Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 5.185, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.6m (97.1ft) Find on map >>
Structure Number: 8705984, Location: 0.1 MI. S. OF S.R. 51 (Lat: 41.608333, Lng: -83.476667), Route carried "under" structure: Interstate 280, Year Built: 1991, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 18,130 (year 2006), Truck Traffic: 20%, Features Intersected: WALES RD, Facility Carried by Structure: WALES ROAD Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.961, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.2m (108.9ft) Find on map >>
Structure Number: 8706034, Location: 0.4 MI N OF SR 51 (Lat: 41.616667, Lng: -83.476667), Route carried "under" structure: Interstate 280, Year Built: 1991, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 14,016 (year 2006), Truck Traffic: 22%, Features Intersected: CURTICE ROAD, Facility Carried by Structure: CURTICE ROAD Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 1.041, Lanes on structure: 5, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft) Discuss this city on our hugely popular Ohio forum Back to: Northwood, OH, Ohio, All US cities.
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