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Bridge Statistics for Barberton, Ohio (OH) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Barberton, OH, Ohio, Ohio forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 28 Total length: 151 meters (495ft) Total costs: $532,000 Total average daily traffic: 420,192 Total average daily truck traffic: 49,739 National Bridge Inventory (NBI) Registered Bridges for Barberton
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 7705344, Location: 0.28 MI W OF SR 619 (Lat: 41.037283, Lng: -81.584017), Route carried "on" structure: County highway 667, Year Built: 1961, Year Reconstructed: 1996, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 900 (year 1970), Average Future Daily Traffic: 83,696 (year 2027), Design Load: HS 20+Mod, Features Intersected: IR76 & US224 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.060, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.7m (87.6ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 20.1m (65.9ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 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: 7705379, Location: 0.18 MI W OF SR 619 (Lat: 41.036678, Lng: -81.581722), Route carried "on" structure: Interstate 76, Year Built: 1962, Year Reconstructed: 1998, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 30,150 (year 2004), Truck Traffic: 18%, Average Future Daily Traffic: 41,848 (year 2027), Design Load: HS 20, Features Intersected: OVER CENTRAL AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.060, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.5m (54.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 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: 7705409, Location: 0.18 MI W OF SR 619 (Lat: 41.036386, Lng: -81.581914), Route carried "on" structure: Interstate 76, Year Built: 1962, Year Reconstructed: 1998, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 30,150 (year 2004), Truck Traffic: 18%, Average Future Daily Traffic: 41,848 (year 2027), Design Load: HS 20, Features Intersected: OVER CENTRAL AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.060, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 22.3m (73.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 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: 7705433, Location: JCT SR 619 AND IR 76 (Lat: 41.036622, Lng: -81.578356), Route carried "on" structure: Ramp Interstate 76, Year Built: 1962, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 20,690 (year 1984), Average Future Daily Traffic: 28,718 (year 2027), Design Load: H 20, Features Intersected: RAMP C&D OVER MUD RUN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.290, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft) Condition: Channel: Very good, 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2007 Find on map >>
Structure Number: 7705468, Location: JCT SR 619 AND IR 76 (Lat: 41.035886, Lng: -81.578611), Route carried "on" structure: Interstate 76, Year Built: 1962, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 70,220 (year 2004), Truck Traffic: 17%, Average Future Daily Traffic: 97,465 (year 2027), Design Load: H 20, Features Intersected: MUD RUN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.290, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft) Condition: Channel: Satisfactory, 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2007 Find on map >>
Structure Number: 7705492, Location: JCT SR 619 AND IR 76 (Lat: 41.035847, Lng: -81.578417), Route carried "on" structure: Interstate 76, Year Built: 1962, Year Reconstructed: 1998, Status: Open, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 35,110 (year 2004), Truck Traffic: 17%, Average Future Daily Traffic: 48,733 (year 2027), Design Load: HS 20, Features Intersected: OVER WOOSTER RD SR-619 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.320, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, 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: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 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: 7705522, Location: JCT SR 619 AND IR 76 (Lat: 41.035597, Lng: -81.578675), Route carried "on" structure: Interstate 76, Year Built: 1962, Year Reconstructed: 1998, Status: Open, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 35,110 (year 2004), Truck Traffic: 17%, Average Future Daily Traffic: 48,733 (year 2027), Design Load: HS 20, Features Intersected: OVER WOOSTER RD SR-619 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.320, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Very good, 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: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 7711026, Location: 0.10 MI S OF IR 76 (Lat: 41.035167, Lng: -81.579189), Route carried "on" structure: State highway 619, Year Built: 1999, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 19,880 (year 2004), Truck Traffic: 3%, Average Future Daily Traffic: 37,129 (year 2025), Design Load: HS 20+Mod, Features Intersected: OVER MUD RUN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.240, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 18.9m (62.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very 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: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: 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 Find on map >>
Structure Number: 7711034, Location: 0.77 MI S OF IR 76 (Lat: 41.028403, Lng: -81.588069), Route carried "on" structure: State highway 619, Year Built: 1978, Status: Open, Structure Length: 26.40m (86.61ft), Average Daily Traffic: 22,750 (year 2004), Truck Traffic: 3%, Average Future Daily Traffic: 21,223 (year 2027), Design Load: HS 20, Features Intersected: TUSCARAWAS RIV, RRS,STS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.300, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 37.2m (122.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 22.3m (73.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Excellent, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, 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: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 7731, Location: 1900 FT E OF CLARK MILLRD (Lat: 41.025000, Lng: -81.615000), Route carried "on" structure: City street 1, Year Built: 1941, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 6,300 (year 1988), Truck Traffic: 2%, Average Future Daily Traffic: 8,744 (year 2029), Design Load: H 15, Features Intersected: WOLF CREEK, Facility Carried by Structure: NORTON RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Fair, 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum 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 Find on map >>
Structure Number: 7731019, Location: 1300 FT N OF VAN BURENAVE (Lat: 41.003333, Lng: -81.606667), Route carried "on" structure: City street M0003, Year Built: 1920, Year Reconstructed: 1963, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 8,800 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 12,214 (year 2029), Design Load: HS 15, Features Intersected: TUSCARAWAS RIVER, Facility Carried by Structure: SVNDER AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 27.0 metric tons, Inventory Rating: 19.8 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2007, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 7731027, Location: 2100 FT W OF VAN BURENAVE (Lat: 41.003333, Lng: -81.608333), Route carried "on" structure: City street M0007, Year Built: 1953, Year Reconstructed: 1977, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 8,800 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 12,492 (year 2027), Design Load: HS 15, Features Intersected: WOLF CREEK, Facility Carried by Structure: HUDSON RUH RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum 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 Find on map >>
Structure Number: 7731043, Location: 1300 FT E OF CLEVE-MASSRD (Lat: 41.006667, Lng: -81.633333), Route carried "on" structure: City street 11, Year Built: 1964, Year Reconstructed: 1989, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 13,400 (year 1988), Truck Traffic: 2%, Average Future Daily Traffic: 18,599 (year 2029), Design Load: HS 20, Features Intersected: HUDSON RUN, Facility Carried by Structure: WOOSTER RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 19.2m (63.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.8 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 7731051, Location: 1400 FT N OF WOOSTER RD (Lat: 41.010000, Lng: -81.638333), Route carried "on" structure: City street M0017, Year Built: 1921, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 13,900 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 11,937 (year 2027), Design Load: HS 15, Features Intersected: HUDSON RUN, Facility Carried by Structure: CLEV-MASS ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.5m (31.2ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 27.0 metric tons, Inventory Rating: 19.8 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $156,000, Roadway Improvement Cost: $16,000, Total Project Cost: $194,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 7731108, Location: 1400 FT E OF CLARK MILLRD (Lat: 41.021667, Lng: -81.616667), Route carried "on" structure: City street 9, Year Built: 1954, Status: Open, Structure Length: 2.20m (7.22ft), Average Daily Traffic: 500 (year 1988), Truck Traffic: 3%, Average Future Daily Traffic: 694 (year 2029), Design Load: HS 15, Features Intersected: WOLF CREEK, Facility Carried by Structure: BRADY AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 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 or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Excellent, Operating Rating: 27.0 metric tons, Inventory Rating: 19.8 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2007, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Structure Number: 7731124, Location: 2200 FT E OF STATE ST, Route carried "on" structure: City street 17, Year Built: 1929, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 110 (year 1997), Truck Traffic: 4%, Average Future Daily Traffic: 153 (year 2027), Design Load: H 15, Features Intersected: MUD RUN, Facility Carried by Structure: COVENTRY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 21.6 metric tons, Inventory Rating: 16.2 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum 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 Find on map >>
Structure Number: 773114, Location: 2200 FT N OF WOOSTER RD (Lat: 41.018333, Lng: -81.618333), Route carried "on" structure: City street 8, Year Built: 1993, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 5,700 (year 1992), Truck Traffic: 3%, Average Future Daily Traffic: 7,912 (year 2029), Design Load: HS 20+Mod, Features Intersected: WOLF CREEK, Facility Carried by Structure: HOPOCAN AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.7m (38.4ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 32.4 metric tons, Inventory Rating: 24.3 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: Febuary 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: 7731159, Location: 500 FT E. OF WOOSTER RD (Lat: 41.028333, Lng: -81.588333), Route carried "on" structure: City street M0004, Year Built: 1999, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 7,800 (year 2004), Truck Traffic: 4%, Average Future Daily Traffic: 11,368 (year 2024), Design Load: HS 20+Mod, Features Intersected: OHIO CANAL, Facility Carried by Structure: FAIRVIEW AVE 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: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.7m (38.4ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable 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: Integral Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 7731167, Location: 700 FT S OF WOOSTER RD (Lat: 41.030000, Lng: -81.586667), Route carried "on" structure: City street M0005, Year Built: 1999, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 7,800 (year 2004), Truck Traffic: 4%, Average Future Daily Traffic: 11,368 (year 2024), Design Load: HS 20+Mod, Features Intersected: TUSCARAWAS RIVER, Facility Carried by Structure: FAIRVIEW AVE 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: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.7m (38.4ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable 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: Integral Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 7731175, Location: 2200 FT S OF HOPOCAN AVE (Lat: 41.011667, Lng: -81.618333), Route carried "on" structure: City street 10, Year Built: 1995, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 11,700 (year 1993), Truck Traffic: 4%, Average Future Daily Traffic: 16,240 (year 2026), Design Load: HS 20+Mod, Features Intersected: WOLF CREEK, Facility Carried by Structure: WOOSTER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), 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: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 18.9m (62.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, 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: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior 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: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 7731248, Location: 1.3 MI. WEST OF STATE ST. (Lat: 41.012500, Lng: -81.606944), Route carried "on" structure: County highway 96, Year Built: 2006, Status: Open, Structure Length: 18.78m (61.61ft), Average Daily Traffic: 1,922 (year 2002), Truck Traffic: 15%, Average Future Daily Traffic: 2,620 (year 2025), Design Load: HS 25, Features Intersected: TUSC RIV, OHIO CANAL, RR, Facility Carried by Structure: WOOSTER-ROBINSON 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), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 6, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 20.9m (68.6ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, 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: Superior to present desirable criteria, Waterway Adequacy: Superior 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: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 7763085, Location: 0.1 MILE N OF HOPOCAN AVE (Lat: 41.018111, Lng: -81.623333), Route carried "on" structure: City street WOOST, Year Built: 1925, Year Reconstructed: 1970, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 6,000 (year 1996), Truck Traffic: 2%, Average Future Daily Traffic: 8,328 (year 2024), Features Intersected: CONRAIL RAILROAD, Facility Carried by Structure: 15TH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.5m (31.2ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, 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: Meets minimum limits, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: December 2007, Bridge Improvement Cost: $298,000, Roadway Improvement Cost: $20,000, Total Project Cost: $338,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 7705344, Location: 0.28 MI W OF SR 619 (Lat: 41.037283, Lng: -81.584017), Route carried "under" structure: Interstate 76, Year Built: 1961, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 60,300 (year 2004), Truck Traffic: 18%, Features Intersected: UNDER STATE ST CR-667, Facility Carried by Structure: STATE ST CR 667 Minimum Vertical Clearance: 6.12m (20.08ft), Kilometerpoint: 0.886, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.7m (87.6ft) Find on map >>
Structure Number: 7705379, Location: 0.18 MI W OF SR 619 (Lat: 41.036678, Lng: -81.581722), Route carried "under" structure: City street CETRL, Year Built: 1962, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 100 (year 1970), Features Intersected: IR 76, Facility Carried by Structure: I.R. 76 Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.8m (42.0ft) Find on map >>
Structure Number: 7705409, Location: 0.18 MI W OF SR 619 (Lat: 41.036386, Lng: -81.581914), Route carried "under" structure: City street CETRL, Year Built: 1962, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 100 (year 1970), Features Intersected: IR 76, Facility Carried by Structure: I.R. 76 Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.8m (42.0ft) Find on map >>
Structure Number: 7705492, Location: JCT SR 619 AND IR 76 (Lat: 41.035847, Lng: -81.578417), Route carried "under" structure: County highway 668, Year Built: 1962, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 760 (year 2004), Truck Traffic: 6%, Features Intersected: IR 76, Facility Carried by Structure: I.R. 76 Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 0.011, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft) Find on map >>
Structure Number: 7705522, Location: JCT SR 619 AND IR 76 (Lat: 41.035597, Lng: -81.578675), Route carried "under" structure: County highway 668, Year Built: 1962, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 760 (year 2004), Truck Traffic: 6%, Features Intersected: IR 76, Facility Carried by Structure: I.R. 76 Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 0.011, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft) Find on map >>
Structure Number: 7711034, Location: 0.77 MI S OF IR 76 (Lat: 41.028403, Lng: -81.588069), Route carried "under" structure: City street COVTY, Year Built: 1978, Structure Length: 26.40m (86.61ft), Average Daily Traffic: 480 (year 1991), Truck Traffic: 16%, Features Intersected: UNDER SR 619 (STATE ST), Facility Carried by Structure: SR 619 Minimum Vertical Clearance: 0.61m (2.00ft), Kilometerpoint: 0.161, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.2m (122.0ft) Discuss this city on our hugely popular Ohio forum Back to: Barberton, OH, Ohio, All US cities.
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