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Bridge Statistics for Fairfield, Ohio (OH) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Fairfield, OH, Ohio, Ohio forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 23 Total length: 45 meters (148ft) Total average daily traffic: 228,288 Total average daily truck traffic: 13,241 National Bridge Inventory (NBI) Registered Bridges for Fairfield
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 900516, Location: .40 N OF SR 4 (Lat: 39.328333, Lng: -84.503333), Route carried "on" structure: State highway 4B, Year Built: 1969, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 16,830 (year 1996), Truck Traffic: 9%, Average Future Daily Traffic: 23,360 (year 2025), Design Load: HS 20, Features Intersected: CHESSIE SYSTEM RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.640, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.1m (46.3ft) Condition: Deck: Satisfactory, Superstructure: Very 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: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Underclear: Better than 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 Find on map >>
Structure Number: 902667, Location: 2.37 N OF HAM FAIRFIELD (Lat: 39.343333, Lng: -84.560000), Route carried "on" structure: US 127, Year Built: 1990, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 23,210 (year 2003), Truck Traffic: 3%, Average Future Daily Traffic: 33,204 (year 2025), Design Load: HS 20+Mod, Features Intersected: PLEASANT RUN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.810, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 19.9m (65.3ft) 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: 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: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 903094, Location: .10 MI N OF SW CORP HML (Lat: 39.381667, Lng: -84.576667), Route carried "on" structure: State highway 128, Year Built: 1960, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 8,770 (year 2003), Truck Traffic: 8%, Average Future Daily Traffic: 11,687 (year 2025), Design Load: H 20, Features Intersected: TRIB GREAT MIAMI RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.240, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft) Condition: Channel: Imminent failure, Culverts: 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, 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 Find on map >>
Structure Number: 904031, Location: 2.37 MI N OF HAM/BUT LINE (Lat: 39.336667, Lng: -84.463333), Route carried "on" structure: State highway 747, Year Built: 1994, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 25,526 (year 2003), Truck Traffic: 7%, Average Future Daily Traffic: 30,342 (year 2025), Design Load: HS 20+Mod, Features Intersected: MILL CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.820, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 2 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: 19.5m (64.0ft), Out-to-Out Width: 20.4m (66.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior 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, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 935182, Location: .3 MI NORTH OF NILLES RD. (Lat: 39.343333, Lng: -84.568333), Route carried "on" structure: City street C0031, Year Built: 1994, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 1,500 (year 2000), Truck Traffic: 2%, Average Future Daily Traffic: 2,082 (year 2026), Design Load: HS 20+Mod, Features Intersected: PLEASANT RUN, Facility Carried by Structure: RIVER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.9m (52.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 18.2m (59.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, 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: Better than present minimum criteria, Deck Geometry: Superior 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: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Structure Number: 936472, Location: 0.035 MI E S.R. FOUR, Route carried "on" structure: County highway CO115, Year Built: 2004, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 14,390 (year 2001), Truck Traffic: 5%, Average Future Daily Traffic: 19,973 (year 2027), Design Load: HS 25, Features Intersected: FAIRFIELD BUSINESS DRIVE, Facility Carried by Structure: COUNTY ROAD 115
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: County Highway Agency, Approaching Roadway Width: 34.4m (112.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft) Condition: Culverts: Good, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2006 Structure Number: 93648, Location: 0.137 MI E OF S.R. 4, Route carried "on" structure: County highway CO115, Year Built: 2004, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 14,390 (year 2001), Truck Traffic: 5%, Average Future Daily Traffic: 19,973 (year 2027), Design Load: HS 25, Features Intersected: CSX RAILROAD, Facility Carried by Structure: COUNTY ROAD 115
Minimum Vertical Clearance: 7.01m (23.00ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.1m (79.1ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior 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: Preformed Fabric Find on map >>
Structure Number: 9631, Location: .4 MI E OF US 127 (Lat: 39.311667, Lng: -84.555000), Route carried "on" structure: City street AUGUS, Year Built: 1978, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 3,000 (year 1990), Truck Traffic: 5%, Average Future Daily Traffic: 4,164 (year 2028), Design Load: HS 20, Features Intersected: STREAM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.4 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: July 2007, Critical Feature Inspection Date: April 1996 Find on map >>
Structure Number: 963119, Location: WEST OF MAY AVENUE (Lat: 39.336667, Lng: -84.558333), Route carried "on" structure: City street NILES, Year Built: 1989, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 27,100 (year 1990), Truck Traffic: 7%, Average Future Daily Traffic: 37,615 (year 2028), Design Load: HS 20+Mod, Features Intersected: PLEASANT RUN CREEK, Facility Carried by Structure: NILLES RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 20.9m (68.6ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum 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, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 963151, Location: .4 MI E OF US 127 (Lat: 39.313333, Lng: -84.556667), Route carried "on" structure: City street HAPPY, Year Built: 1975, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 300 (year 1989), Truck Traffic: 1%, Average Future Daily Traffic: 416 (year 2028), Design Load: HS 20, Features Intersected: STREAM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 82.3m (270.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.4 metric tons, Inventory Rating: 27.0 metric tons, Structural Evaluation: Equal to 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 Find on map >>
Structure Number: 963178, Location: 2.6 MILES NORTH OF SR 4 (Lat: 39.643333, Lng: -84.520000), Route carried "on" structure: City street GILMO, Year Built: 1992, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 6,000 (year 1992), Truck Traffic: 12%, Average Future Daily Traffic: 8,328 (year 2028), Design Load: HS 20, Features Intersected: MIAMI-ERIE CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 9.8m (32.2ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum 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 Find on map >>
Structure Number: 963259, Location: .4 MI E OF US 127 (Lat: 39.321667, Lng: -84.550000), Route carried "on" structure: City street RESOR, Year Built: 1970, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 8,000 (year 1985), Truck Traffic: 5%, Average Future Daily Traffic: 11,104 (year 2028), Design Load: HS 20, Features Intersected: PLEASANT RUN TRIBUTARY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.4 metric tons, Inventory Rating: 27.0 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum 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 Structure Number: 963267, Location: JUST W OFF OF CRYSTAL, Route carried "on" structure: City street CHESA, Year Built: 1973, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 1,200 (year 2001), Average Future Daily Traffic: 1,666 (year 2028), Design Load: HS 20, Features Intersected: CRYSTAL DR PLSNT RUN CRK
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), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), 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: 9.8m (32.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum 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 Find on map >>
Structure Number: 963275, Location: JUNCTION OF GILMORE RD (Lat: 39.360000, Lng: -84.520000), Route carried "on" structure: City street BOBMY, Year Built: 1992, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 6,000 (year 1992), Truck Traffic: 12%, Average Future Daily Traffic: 8,328 (year 2028), Design Load: HS 20, Features Intersected: PLEASANT RUN TRIBUTARY, Facility Carried by Structure: BOBMEYER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft) Condition: Channel: Good, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2007 Find on map >>
Structure Number: 963305, Location: .8 MI E OF US 127 (Lat: 39.321667, Lng: -84.543333), Route carried "on" structure: City street RESOR, Year Built: 1970, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 8,000 (year 1985), Average Future Daily Traffic: 11,104 (year 2028), Design Load: HS 20, Features Intersected: PLEASANT RUN TRIBUTARY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 10.5m (34.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.4 metric tons, Inventory Rating: 27.0 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 963321, Location: .5 MI N OF CTY HAMILTON (Lat: 39.313333, Lng: -84.541667), Route carried "on" structure: City street WINTN, Year Built: 1993, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 10,000 (year 1990), Truck Traffic: 5%, Average Future Daily Traffic: 13,880 (year 2029), Design Load: HS 20, Features Intersected: TRIB PLEASANT RUN CREEK, Facility Carried by Structure: WINTON RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft) Condition: Channel: Satisfactory, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2007 Structure Number: 963348, Location: GROH LN N OF SCHIERING DR, Route carried "on" structure: City street GROH0, Year Built: 1979, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 500 (year 2001), Average Future Daily Traffic: 694 (year 2029), Features Intersected: PLEASANT RUN CREEK, Facility Carried by Structure: GROH LANE
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), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: 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 Find on map >>
Structure Number: 963372, Location: MI SOUTH OF CR 20 (Lat: 39.354167, Lng: -84.490819), Route carried "on" structure: City street M5040, Year Built: 1994, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 1,362 (year 1993), Truck Traffic: 3%, Average Future Daily Traffic: 1,890 (year 2028), Design Load: HS 20+Mod, Features Intersected: MILL CREEK, Facility Carried by Structure: SEWARD ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.9m (32.5ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum 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: 96338, Location: JUST E OF RIVER ROAD (Lat: 39.436667, Lng: -84.651667), Route carried "on" structure: City street LAKEC, Year Built: 1993, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 500 (year 1993), Truck Traffic: 2%, Average Future Daily Traffic: 694 (year 2028), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: LAKE CUMBERLAND DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.4m (37.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum 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 Find on map >>
Structure Number: 963429, Location: 0.2 MI S OF NILLES ROAD (Lat: 39.333333, Lng: -84.540000), Route carried "on" structure: City street WINTN, Year Built: 2000, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 8,800 (year 2000), Truck Traffic: 5%, Average Future Daily Traffic: 12,214 (year 2026), Design Load: HS 20, Features Intersected: PLEASANT RUN TRIBUTARY, Facility Carried by Structure: WINTON RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft) Condition: Channel: Very good, Culverts: 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, Waterway Adequacy: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2007 Find on map >>
Structure Number: 963461, Location: .1 MI E OF SR 4 (Lat: 39.320000, Lng: -84.503333), Route carried "on" structure: City street SEWAR, Year Built: 1963, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,000 (year 1990), Truck Traffic: 7%, Average Future Daily Traffic: 4,164 (year 2028), Design Load: HS 20+Mod, Features Intersected: STREAM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 70.1m (230.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.4 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: July 2007, Critical Feature Inspection Date: April 1996 Find on map >>
Structure Number: 900036, Location: 2.63 MI. S OF SR 129 (Lat: 39.358333, Lng: -84.541667), Route carried "under" structure: State highway 4, Year Built: 1936, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 29,730 (year 1996), Truck Traffic: 6%, Features Intersected: CHESSIE SYSTEM RAILROAD, Facility Carried by Structure: CSX Minimum Vertical Clearance: 4.22m (13.85ft), Kilometerpoint: 0.872, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 19.5m (64.0ft) Find on map >>
Structure Number: 933406, Location: .4 MI W OF BYPASS 4 (Lat: 39.335000, Lng: -84.385000), Route carried "under" structure: City street S0116, Year Built: 1930, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 10,180 (year 2004), Truck Traffic: 2%, Features Intersected: B&O RR, Facility Carried by Structure: PORT UNION RD Minimum Vertical Clearance: 3.99m (13.09ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 6.7m (22.0ft) Discuss this city on our hugely popular Ohio forum Back to: Fairfield, OH, Ohio, All US cities.
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