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Bridge Statistics for Napoleon, Ohio (OH) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Napoleon, OH, Ohio, Ohio forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 29 Total length: 93 meters (305ft) Total costs: $65,000 Total average daily traffic: 162,181 Total average daily truck traffic: 39,131 National Bridge Inventory (NBI) Registered Bridges for Napoleon
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 3500217, Location: NO DATA (Lat: 41.398333, Lng: -84.145000), Route carried "on" structure: US 6, Year Built: 1968, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 8,270 (year 2005), Truck Traffic: 39%, Average Future Daily Traffic: 10,382 (year 2027), Design Load: HS 20, Features Intersected: OBERHAUS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.510, Lanes on structure: 1, Base Highway Network: Yes, 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: 7.6m (24.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft) 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: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 3500241, Location: NO DATA (Lat: 41.398333, Lng: -84.145000), Route carried "on" structure: US 6, Year Built: 1968, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 8,270 (year 2005), Truck Traffic: 39%, Average Future Daily Traffic: 10,382 (year 2027), Design Load: HS 20, Features Intersected: OBERHAUS CREEK, Facility Carried by Structure: HIGHWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.510, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 3500276, Location: 00006 (Lat: 41.406667, Lng: -84.135000), Route carried "on" structure: US 6, Year Built: 1968, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 8,270 (year 2005), Truck Traffic: 39%, Average Future Daily Traffic: 10,382 (year 2027), Design Load: HS 20, Features Intersected: ABANDONED RR, Facility Carried by Structure: HIGHWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.740, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.5m (47.6ft) 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 3500306, Location: 00006 (Lat: 41.406667, Lng: -84.135000), Route carried "on" structure: US 6, Year Built: 1968, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 8,270 (year 2005), Truck Traffic: 39%, Average Future Daily Traffic: 10,382 (year 2027), Design Load: HS 20, Features Intersected: ABANDONED RR, Facility Carried by Structure: HIGHWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.740, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.9m (42.3ft) 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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 350033, Location: NO DATA (Lat: 41.408333, Lng: -84.131667), Route carried "on" structure: US 6, Year Built: 1968, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 9,560 (year 2005), Truck Traffic: 34%, Average Future Daily Traffic: 10,139 (year 2027), Design Load: HS 20, Features Intersected: STATE ROUTE 108, Facility Carried by Structure: HIGHWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.070, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.7m (41.7ft) 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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 3500365, Location: NO DATA (Lat: 41.408333, Lng: -84.131667), Route carried "on" structure: US 6, Year Built: 1968, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 9,560 (year 2005), Truck Traffic: 34%, Average Future Daily Traffic: 10,139 (year 2027), Design Load: HS 20, Features Intersected: ST RT 108, Facility Carried by Structure: HIGHWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.070, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 16.5m (54.1ft) 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: 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: October 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 3500454, Location: 0006 (Lat: 41.410000, Lng: -84.128333), Route carried "on" structure: US 6, Year Built: 1968, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 9,560 (year 2005), Truck Traffic: 34%, Average Future Daily Traffic: 10,139 (year 2027), Design Load: HS 20, Features Intersected: VAN HYNING CREEK, Facility Carried by Structure: HIGHWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.450, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 3500489, Location: 00006 (Lat: 41.410000, Lng: -84.128333), Route carried "on" structure: US 6, Year Built: 1968, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 9,560 (year 2005), Truck Traffic: 34%, Average Future Daily Traffic: 10,139 (year 2027), Design Load: HS 20, Features Intersected: VAN HYNING CREEK, Facility Carried by Structure: HIGHWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.450, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 18.0m (59.1ft) 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 3500497, Location: JCT CR 13A & USR 6 & 24 (Lat: 41.408889, Lng: -84.115000), Route carried "on" structure: County highway CR13A, Year Built: 1999, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 8,380 (year 1995), Truck Traffic: 10%, Average Future Daily Traffic: 19,460 (year 2026), Design Load: HS 20+Mod, Features Intersected: US 6/24, Facility Carried by Structure: USR 6 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 3501477, Location: .18 MI EAST INT US6-US24 (Lat: 41.396667, Lng: -84.145000), Route carried "on" structure: US 6, Year Built: 1968, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 8,270 (year 2005), Truck Traffic: 39%, Average Future Daily Traffic: 10,382 (year 2027), Design Load: HS 20, Features Intersected: OBERHAUS CREEK, Facility Carried by Structure: HIGHWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.520, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 3502384, Location: 300 FT N SR 110 (Lat: 41.386667, Lng: -84.121667), Route carried "on" structure: State highway 108, Year Built: 2005, Status: Open, Structure Length: 22.07m (72.41ft), Average Daily Traffic: 2,850 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 3,956 (year 2029), Design Load: HS 25, Features Intersected: MAUMEE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.130, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 22.2m (72.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior 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: Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 3502406, Location: NO DATA (Lat: 41.395000, Lng: -84.131667), Route carried "on" structure: State highway 108, Year Built: 1947, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 8,080 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 13,464 (year 2027), Design Load: H 15, Features Intersected: OBERHAUS CREEK, Facility Carried by Structure: HIGHWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.500, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 3502465, Location: NO DATA (Lat: 41.411667, Lng: -84.131667), Route carried "on" structure: State highway 108, Year Built: 1968, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 7,640 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 8,508 (year 2027), Design Load: H 20, Features Intersected: VAN HYNING CREEK, Facility Carried by Structure: HIGHWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.330, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), 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: 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior 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 Find on map >>
Structure Number: 3503658, Location: NAPOLEON (Lat: 41.370000, Lng: -84.151667), Route carried "on" structure: State highway 424, Year Built: 1900, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 2,860 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 4,886 (year 2027), Design Load: HS 20+Mod, Features Intersected: COUNTY DITCH 970, Facility Carried by Structure: HIGHWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.240, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Masonry, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.5m (18.0ft) Condition: Channel: Poor, Culverts: Poor, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: 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: October 2007 Find on map >>
Structure Number: 3503666, Location: NAPOLEON (Lat: 41.381667, Lng: -84.141667), Route carried "on" structure: State highway 424, Year Built: 1900, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 2,941 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 4,886 (year 2027), Design Load: H 15, Features Intersected: GARRETT CREEK, Facility Carried by Structure: HIGHWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.720, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Masonry, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.5m (18.0ft) Condition: Channel: Fair, Culverts: Fair, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: 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: October 2007 Find on map >>
Structure Number: 350372, Location: NO DATA (Lat: 41.400000, Lng: -84.113333), Route carried "on" structure: State highway 424, Year Built: 1900, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 3,360 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 6,107 (year 2027), Design Load: H 15, Features Intersected: OBERHAUS CREEK, Facility Carried by Structure: HIGHWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.350, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Masonry, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft) Condition: Channel: Fair, Culverts: Serious, Operating Rating: 32.4 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2007 Find on map >>
Structure Number: 3532704, Location: NO DATA (Lat: 41.400000, Lng: -84.121667), Route carried "on" structure: City street 13A, Year Built: 1957, Year Reconstructed: 1984, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 300 (year 1971), Average Future Daily Traffic: 416 (year 2029), Features Intersected: OBERHAUS CREEK, Facility Carried by Structure: NO DATA 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: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.0m Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.4 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Equal to 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: June 2007 Structure Number: 3532992, Location: NO DATA, Route carried "on" structure: City street 11C, Year Built: 1987, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 5,000 (year 1986), Average Future Daily Traffic: 6,940 (year 2029), Design Load: HS 20, Features Intersected: OBERHAUS CREEK, Facility Carried by Structure: NO DATA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.2m (17.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2007 Structure Number: 353305, Location: NO DATA, Route carried "on" structure: City street 11C, Year Built: 1947, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 2,500 (year 1971), Average Future Daily Traffic: 3,470 (year 2027), Design Load: H 20, Features Intersected: OBERHAUS CREEK DITCH 131, Facility Carried by Structure: NO DATA
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: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.6m (54.5ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 18.0 metric tons, Inventory Rating: 13.5 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), 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: 353322, Location: NO DATA (Lat: 41.395000, Lng: -84.121667), Route carried "on" structure: City street 13A, Year Built: 1923, Year Reconstructed: 1990, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 240 (year 1971), Average Future Daily Traffic: 333 (year 2027), Features Intersected: DITCH 946 VAN HYNNING, Facility Carried by Structure: NO DATA Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.4 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Structure Number: 3533255, Location: NO DATA, Route carried "on" structure: County highway 14B, Year Built: 1960, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 20 (year 1971), Average Future Daily Traffic: 28 (year 2027), Features Intersected: OBERHAUS CREEK, Facility Carried by Structure: NO DATA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 33.3 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2007 Find on map >>
Structure Number: 3560015, Location: NO DATA (Lat: 41.386667, Lng: -84.126667), Route carried "on" structure: City street RYE, Year Built: 1900, Year Reconstructed: 1982, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 10 (year 1951), Average Future Daily Traffic: 14 (year 2023), Design Load: H 15, Features Intersected: OBERHAUS CREEK ++++++++, Facility Carried by Structure: NO DATA Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 3.3m (10.8ft), Out-to-Out Width: 3.4m (11.2ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 6.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 7.62m (25.00ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2006, Bridge Improvement Cost: $57,000, Roadway Improvement Cost: $6,000, Total Project Cost: $65,000 ( Estimate for 2000), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 3560023, Location: NO DATA (Lat: 41.383333, Lng: -84.131667), Route carried "on" structure: City street STV, Year Built: 1935, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 100 (year 1951), Average Future Daily Traffic: 139 (year 2023), Features Intersected: OBERHAUS CREEK, Facility Carried by Structure: NO DATA Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 10.9m (35.8ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Serious, Channel: Satisfactory, Operating Rating: 13.5 metric tons, Inventory Rating: 9.9 metric tons, Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 3560066, Location: 0.6 MI. N OF S.R. 424 (Lat: 41.393333, Lng: -84.131667), Route carried "on" structure: City street REY, Year Built: 1991, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 50 (year 1993), Average Future Daily Traffic: 69 (year 2023), Design Load: HS 20+Mod, Features Intersected: OBERHAUS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy Find on map >>
Structure Number: 356009, Location: 0.7 MI. N OF S.R. 424 (Lat: 41.385000, Lng: -84.130000), Route carried "on" structure: City street YAG, Year Built: 1991, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 500 (year 1993), Average Future Daily Traffic: 694 (year 2023), Design Load: HS 20+Mod, Features Intersected: OBERHAUS CREEK, Facility Carried by Structure: LAGRANGE STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Good, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy Find on map >>
Structure Number: 350033, Location: NO DATA (Lat: 41.408333, Lng: -84.131667), Route carried "under" structure: State highway 108, Year Built: 1968, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 7,640 (year 2005), Truck Traffic: 8%, Features Intersected: US RT 6 & 24, Facility Carried by Structure: HIGHWAY Minimum Vertical Clearance: 0.46m (1.51ft), Kilometerpoint: 0.279, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.5m (50.9ft) Find on map >>
Structure Number: 3500365, Location: NO DATA (Lat: 41.408333, Lng: -84.131667), Route carried "under" structure: State highway 108, Year Built: 1968, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 7,640 (year 2005), Truck Traffic: 8%, Features Intersected: US RT 6 & 24, Facility Carried by Structure: HIGHWAY Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 2.789, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.5m (50.9ft) Find on map >>
Structure Number: 3500497, Location: JCT CR 13A & USR 6 & 24 (Lat: 41.408889, Lng: -84.115000), Route carried "under" structure: US 6, Year Built: 1999, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 19,120 (year 2005), Truck Traffic: 34%, Features Intersected: OAKWOOD AVE COUNTY RD 13 Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 2.117, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft) Find on map >>
Structure Number: 350369, Location: .5 MILE N.E. S.R. 108 (Lat: 41.396667, Lng: -84.116667), Route carried "under" structure: State highway 424, Year Built: 1939, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 3,360 (year 2005), Truck Traffic: 5%, Features Intersected: ABANDONED R.R., Facility Carried by Structure: ABANDONED RAILROAD Minimum Vertical Clearance: 4.32m (14.17ft), Kilometerpoint: 0.168, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 18.3m (60.0ft) Discuss this city on our hugely popular Ohio forum Back to: Napoleon, OH, Ohio, All US cities.
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