 |
 |
Bridge Statistics for Norton, Ohio (OH) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Norton, OH, Ohio, Ohio forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 56 Total length: 282 meters (925ft) Total average daily traffic: 1,095,688 Total average daily truck traffic: 141,367 National Bridge Inventory (NBI) Registered Bridges for Norton
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 7701055, Location: JCT OF SR 21 AND SR 585 (Lat: 40.993172, Lng: -81.663067), Route carried "on" structure: State highway 21, Year Built: 1957, Year Reconstructed: 2003, Status: Open, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 9,850 (year 2004), Truck Traffic: 13%, Average Future Daily Traffic: 16,059 (year 2027), Design Load: HS 20, Features Intersected: OVER SUM-SR 585-0.89 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.450, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.9m (48.9ft) Condition: Deck: Satisfactory, Superstructure: Excellent, Substructure: 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: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 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: 7701144, Location: JCT OF SR 21 AND SR 585 (Lat: 40.992667, Lng: -81.662706), Route carried "on" structure: State highway 21, Year Built: 1957, Year Reconstructed: 2003, Status: Open, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 9,850 (year 2004), Truck Traffic: 13%, Average Future Daily Traffic: 16,059 (year 2027), Design Load: HS 20, Features Intersected: OVER SUM-SR 585-0.89 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.450, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Deck: Satisfactory, Superstructure: Excellent, Substructure: 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: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 7701179, Location: 0.77 MI N OF SR 585 (Lat: 41.003850, Lng: -81.661578), Route carried "on" structure: County highway 622, Year Built: 1957, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 5,640 (year 1971), Average Future Daily Traffic: 32,118 (year 2027), Design Load: H 20, Features Intersected: SR21, Facility Carried by Structure: JOHNSON RD CR 106 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.220, Lanes on structure: 2, Lanes under structure: 4, 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: 4, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Satisfactory, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 7701209, Location: 1.50 MI N OF SR 585 (Lat: 41.014092, Lng: -81.664389), Route carried "on" structure: State highway 21, Year Built: 1957, Year Reconstructed: 1994, Status: Open, Structure Length: 7.28m (23.88ft), Average Daily Traffic: 15,060 (year 2004), Truck Traffic: 13%, Average Future Daily Traffic: 16,059 (year 2027), Design Load: HS 20+Mod, Features Intersected: OVER DOROTHY ST & ABC RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.880, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft) 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: Meets minimum limits, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 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: 7701233, Location: 1.50 MI N OF SR 585 (Lat: 41.014131, Lng: -81.663989), Route carried "on" structure: State highway 21, Year Built: 1957, Year Reconstructed: 2003, Status: Open, Structure Length: 7.27m (23.85ft), Average Daily Traffic: 15,060 (year 2004), Truck Traffic: 13%, Average Future Daily Traffic: 20,903 (year 2027), Design Load: HS 25, Features Intersected: OVER DOROTHY ST & ABC RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.880, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft) 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: Equal to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 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: 7701268, Location: 1.77 MI N OF SR 585 (Lat: 41.017919, Lng: -81.665217), Route carried "on" structure: State highway 21, Year Built: 1957, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 30,120 (year 2004), Truck Traffic: 13%, Average Future Daily Traffic: 32,118 (year 2027), Design Load: HS 20, Features Intersected: BR HUDSON CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.320, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2007 Find on map >>
Structure Number: 7701292, Location: 2.31 MI N OF SR 585 (Lat: 41.025694, Lng: -81.665183), Route carried "on" structure: County highway 97, Year Built: 1957, Year Reconstructed: 2007, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 3,410 (year 1971), Average Future Daily Traffic: 32,118 (year 2027), Design Load: HS 25, Features Intersected: SR21, Facility Carried by Structure: GREENWICH ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.870, Lanes on structure: 2, Lanes under structure: 4, 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: 4, Length of Maximum Span: 19.1m (62.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 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: 7701322, Location: 0.84 MI S OF IR 76 (Lat: 41.027681, Lng: -81.665111), Route carried "on" structure: State highway 21, Year Built: 1957, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 30,120 (year 2004), Truck Traffic: 13%, Average Future Daily Traffic: 32,118 (year 2027), Design Load: HS 20, Features Intersected: BR HUDSON CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.410, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.4m (21.0ft) Condition: Channel: Fair, Culverts: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2007 Find on map >>
Structure Number: 7701446, Location: 0.36 MI N OF SR 261 (Lat: 41.049439, Lng: -81.662025), Route carried "on" structure: City street 211, Year Built: 1957, Year Reconstructed: 2007, Status: Open, Structure Length: 6.11m (20.05ft), Average Daily Traffic: 4,810 (year 1971), Average Future Daily Traffic: 31,935 (year 2027), Design Load: HS 25, Features Intersected: SR21 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.520, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 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: 770486, Location: 1.30 MI W OF SR 21 (Lat: 41.041578, Lng: -81.687642), Route carried "on" structure: County highway 2, Year Built: 1964, Year Reconstructed: 1994, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 1,700 (year 1993), Truck Traffic: 3%, Average Future Daily Traffic: 63,265 (year 2027), Design Load: HS 20, Features Intersected: I-76, Facility Carried by Structure: MEDINA LINE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.960, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 97.5m (319.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.0m (72.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 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: 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: 7704895, Location: 0.94 MI W OF SR 21 (Lat: 41.040136, Lng: -81.681483), Route carried "on" structure: Interstate 76, Year Built: 1958, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 45,580 (year 2004), Truck Traffic: 20%, Average Future Daily Traffic: 63,265 (year 2027), Design Load: H 20, Features Intersected: HUDSON RUN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.550, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft) Condition: Channel: Very good, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2007 Find on map >>
Structure Number: 7704925, Location: 0.22 MI W OF SR 21 (Lat: 41.039783, Lng: -81.667319), Route carried "on" structure: County highway 7000, Year Built: 1964, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 7,810 (year 1971), Average Future Daily Traffic: 63,265 (year 2027), Design Load: H 15, Features Intersected: I-76, Facility Carried by Structure: HAMETOWN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.640, Lanes on structure: 2, Lanes under structure: 4, 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: 4, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.4m (30.8ft) 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: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 7705018, Location: JCT OF IR 76 AND SR 21 (Lat: 41.039756, Lng: -81.663492), Route carried "on" structure: Interstate 76, Year Built: 1958, Year Reconstructed: 1993, Status: Open, Structure Length: 7.89m (25.89ft), Average Daily Traffic: 59,949 (year 2004), Truck Traffic: 18%, Average Future Daily Traffic: 83,209 (year 2027), Design Load: HS 20+Mod, Features Intersected: OVER SUM-SR 21-3.57 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.040, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 40.2m (131.9ft), Out-to-Out Width: 41.1m (134.8ft) Condition: Deck: Satisfactory, 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: 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: 7705042, Location: 0.79 MI E OF SR 21 (Lat: 41.039511, Lng: -81.648011), Route carried "on" structure: County highway 17, Year Built: 1964, Status: Open, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 8,140 (year 1971), Average Future Daily Traffic: 83,209 (year 2027), Design Load: H 15, Features Intersected: I-76, Facility Carried by Structure: EASTON ROAD 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: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, 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: 7.3m (24.0ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Operating Rating: 33.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, 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 Find on map >>
Structure Number: 7705077, Location: 1.33 MI W OF SR 21 (Lat: 41.039261, Lng: -81.638167), Route carried "on" structure: County highway 17, Year Built: 1963, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 31,910 (year 1971), Average Future Daily Traffic: 83,209 (year 2027), Design Load: HS 20, Features Intersected: I-76, Facility Carried by Structure: CLEVE MASS ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.650, Lanes on structure: 4, Lanes under structure: 4, 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: 4, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 21.3m (69.9ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: August 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 7705107, Location: 2.33 MI E OF SR 21 (Lat: 41.039453, Lng: -81.619036), Route carried "on" structure: City street 201, Year Built: 1963, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 14,900 (year 1971), Average Future Daily Traffic: 83,209 (year 2027), Design Load: H 15, Features Intersected: I-76, Facility Carried by Structure: CLARK MILL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.380, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Very good, Operating Rating: 21.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 7705131, Location: 1.63 MI W OF SR 619 (Lat: 41.040589, Lng: -81.608889), Route carried "on" structure: Interstate 76, Year Built: 1963, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 29,974 (year 2004), Truck Traffic: 18%, Average Future Daily Traffic: 41,604 (year 2027), Design Load: HS 20, Features Intersected: OVER BARBER RD CR-53 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.700, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.3m (69.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 7705166, Location: 1.63 MI W OF SR 619 (Lat: 41.040172, Lng: -81.608939), Route carried "on" structure: Interstate 76, Year Built: 1963, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 29,974 (year 2004), Truck Traffic: 18%, Average Future Daily Traffic: 41,604 (year 2027), Design Load: HS 20, Features Intersected: OVER BARBER RD CR-53 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.700, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 18.6m (61.0ft), Out-to-Out Width: 19.5m (64.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 770519, Location: 1.52 MI W OF SR 619 (Lat: 41.040167, Lng: -81.606736), Route carried "on" structure: Interstate 76, Year Built: 1963, Status: Open, Structure Length: 6.68m (21.92ft), Average Daily Traffic: 29,974 (year 2004), Truck Traffic: 18%, Average Future Daily Traffic: 41,604 (year 2027), Design Load: HS 20, Features Intersected: OVER ABB RR & WOLF CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.870, Lanes on 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: 26.5m (86.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very 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: Equal to present minimum criteria, Underclear: Equal 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: August 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 770522, Location: 1.52 MI W OF SR 619 (Lat: 41.039875, Lng: -81.606844), Route carried "on" structure: Interstate 76, Year Built: 1963, Status: Open, Structure Length: 6.68m (21.92ft), Average Daily Traffic: 29,974 (year 2004), Truck Traffic: 18%, Average Future Daily Traffic: 41,604 (year 2027), Design Load: HS 20, Features Intersected: OVER ABB RR & WOLF CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.870, Lanes on 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: 26.5m (86.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.9m (52.2ft) Condition: Deck: Satisfactory, Superstructure: 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: Superior to present desirable criteria, Underclear: Equal 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: August 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 7705255, Location: 0.82 MI W OF SR 619 (Lat: 41.038797, Lng: -81.593667), Route carried "on" structure: County highway 667, Year Built: 1963, Status: Open, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 100 (year 1970), Average Future Daily Traffic: 83,209 (year 2027), Design Load: H 15, Features Intersected: IR 76, Facility Carried by Structure: SUMMIT ROAD CH 52 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.110, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Poor, Superstructure: Satisfactory, 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 minimum criteria, Deck Geometry: Better than present minimum criteria, 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: Bituminous Find on map >>
Structure Number: 7708408, Location: 1.28 MI S OF SR 21 (Lat: 41.046797, Lng: -81.686481), Route carried "on" structure: State highway 261, Year Built: 1948, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 5,550 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 7,703 (year 2027), Design Load: HS 15, Features Intersected: HUDSON RUN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.110, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 33.3 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 7708467, Location: JCT OF SR 21 AND SR 261 (Lat: 41.049469, Lng: -81.662628), Route carried "on" structure: State highway 261, Year Built: 1957, Year Reconstructed: 1999, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 6,930 (year 2004), Truck Traffic: 3%, Average Future Daily Traffic: 8,925 (year 2027), Design Load: HS 20+Mod, Features Intersected: OVER SUM-SR 21-4.25 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.160, Lanes on structure: 2, Lanes under structure: 4, 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: 4, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.8m (55.1ft) 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 7708491, Location: 0.86 MI N OF SR 21 (Lat: 41.050086, Lng: -81.646156), Route carried "on" structure: State highway 261, Year Built: 1948, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 6,930 (year 2004), Truck Traffic: 3%, Average Future Daily Traffic: 9,619 (year 2027), Design Load: HS 15, Features Intersected: VAN HYNING RUN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.560, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 33.3 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 7708521, Location: 2.84 MI N OF SR 21 (Lat: 41.055036, Lng: -81.608994), Route carried "on" structure: State highway 261, Year Built: 1962, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 6,930 (year 2004), Truck Traffic: 3%, Average Future Daily Traffic: 9,619 (year 2027), Design Load: H 20, Features Intersected: WOLF CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.750, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), 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: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 7708556, Location: 3.22 MI N OF SR 21 (Lat: 41.056639, Lng: -81.601983), Route carried "on" structure: State highway 261, Year Built: 1962, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 6,930 (year 2004), Truck Traffic: 3%, Average Future Daily Traffic: 9,619 (year 2027), Design Load: H 20, Features Intersected: PIGEON CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.370, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: 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: May 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 770858, Location: 3.41 MI N OF SR 21 (Lat: 41.057400, Lng: -81.598711), Route carried "on" structure: State highway 261, Year Built: 1961, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 6,930 (year 2004), Truck Traffic: 3%, Average Future Daily Traffic: 9,619 (year 2027), Design Load: H 20, Features Intersected: PIGEON CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.660, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: 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: May 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 770861, Location: 3.59 MI N OF SR 21 (Lat: 41.058136, Lng: -81.595486), Route carried "on" structure: State highway 261, Year Built: 1961, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 6,930 (year 2004), Truck Traffic: 3%, Average Future Daily Traffic: 9,619 (year 2027), Design Load: H 20, Features Intersected: PIGEON CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.950, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), 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: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 7710895, Location: 0.67 MI W OF SR 21 (Lat: 40.991400, Lng: -81.668194), Route carried "on" structure: County highway 7000, Year Built: 1958, Year Reconstructed: 2003, Status: Open, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 370 (year 1971), Average Future Daily Traffic: 15,138 (year 2027), Design Load: HS 20, Features Intersected: SR 585, Facility Carried by Structure: HAMETOWN RD CR-70 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.340, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, 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 Find on map >>
Structure Number: 7710992, Location: 0.17 MI E OF SR 21 (Lat: 40.994225, Lng: -81.660533), Route carried "on" structure: Ramp State highway 585, Year Built: 1994, Status: Open, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 7,590 (year 2004), Truck Traffic: 11%, Average Future Daily Traffic: 8,078 (year 2027), Design Load: HS 20+Mod, Features Intersected: RAMP A OVER WOOSTER RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.710, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Satisfactory, 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: Superior to present desirable criteria, Underclear: Equal to 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 Find on map >>
Structure Number: 7747101, Location: 1200 FT W OF SHELHART RD (Lat: 41.025833, Lng: -81.662500), Route carried "on" structure: City street 97, Year Built: 2005, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 8,600 (year 2004), Truck Traffic: 3%, Average Future Daily Traffic: 10,200 (year 2024), Design Load: HS 25, Features Intersected: HUDSON RUN, Facility Carried by Structure: GREENWICH RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 16.8m (55.1ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: Febuary 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: 7747144, Location: 2300 FT E OF BARBER RD (Lat: 41.048333, Lng: -81.600000), Route carried "on" structure: City street 52, Year Built: 1971, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 2,200 (year 1988), Truck Traffic: 1%, Average Future Daily Traffic: 3,054 (year 2027), Design Load: HS 20, Features Intersected: WOLF CREEK, Facility Carried by Structure: SUMMIT 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), 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: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 40.5 metric tons, Inventory Rating: 27.9 metric tons, Structural Evaluation: Better than present minimum criteria, 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: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 7747187, Location: 2750 FT N OF MORGAN PARK (Lat: 41.035000, Lng: -81.608333), Route carried "on" structure: City street M0053, Year Built: 1950, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 10,930 (year 2004), Truck Traffic: 1%, Average Future Daily Traffic: 11,035 (year 2027), Design Load: H 15, Features Intersected: WOLF CREEK, Facility Carried by Structure: BARBER 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: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.9 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: 7747195, Location: 1500'N OF AKRON-WADSWORTH (Lat: 41.058333, Lng: -81.616667), Route carried "on" structure: City street 52, Year Built: 1940, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 5,250 (year 1997), Truck Traffic: 1%, Average Future Daily Traffic: 7,287 (year 2028), Design Load: H 15, Features Intersected: WOLF CREEK, Facility Carried by Structure: SUMMIT RD 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: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 21.6 metric tons, Inventory Rating: 16.2 metric tons, Structural Evaluation: Meets minimum limits, 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: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 7747209, Location: 4200 FT W OF HAMETOWN RD (Lat: 40.988333, Lng: -81.681667), Route carried "on" structure: City street M0055, Year Built: 1941, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 14,580 (year 2004), Average Future Daily Traffic: 3,539 (year 2027), Design Load: H 15, Features Intersected: MOHLER DITCH 93, Facility Carried by Structure: EASTERN 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), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 21.6 metric tons, Inventory Rating: 16.2 metric tons, Structural Evaluation: Meets minimum limits, 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: 7747217, Location: 2800 FT W OF BARBER RD (Lat: 41.036667, Lng: -81.620000), Route carried "on" structure: City street 201, Year Built: 1938, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 2,450 (year 1988), Truck Traffic: 1%, Average Future Daily Traffic: 3,401 (year 2026), Design Load: H 15, Features Intersected: VAN HYNING RUN, Facility Carried by Structure: CLARK MILL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.5m (34.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 21.6 metric tons, Inventory Rating: 16.2 metric tons, Structural Evaluation: Meets minimum limits, 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: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 7747225, Location: 1000 FT N OF GREENWICH RD (Lat: 41.028333, Lng: -81.666667), Route carried "on" structure: City street 253, Year Built: 1923, Year Reconstructed: 1971, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 3,200 (year 1988), Truck Traffic: 1%, Average Future Daily Traffic: 4,442 (year 2026), Design Load: HS 20, Features Intersected: HUDSON RUN, Facility Carried by Structure: HAMETOWN RD 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), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 9.9m (32.5ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: 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: 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: 7701055, Location: JCT OF SR 21 AND SR 585 (Lat: 40.993172, Lng: -81.663067), Route carried "under" structure: State highway 585, Year Built: 1957, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 14,741 (year 2004), Truck Traffic: 10%, Features Intersected: UNDER US-21, Facility Carried by Structure: SR 21 Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 0.143, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft) Find on map >>
Structure Number: 7701144, Location: JCT OF SR 21 AND SR 585 (Lat: 40.992667, Lng: -81.662706), Route carried "under" structure: State highway 585, Year Built: 1957, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 14,741 (year 2004), Truck Traffic: 10%, Features Intersected: UNDER US-21, Facility Carried by Structure: SR 21 Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.147, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft) Find on map >>
Structure Number: 7701179, Location: 0.77 MI N OF SR 585 (Lat: 41.003850, Lng: -81.661578), Route carried "under" structure: State highway 21, Year Built: 1957, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 30,120 (year 2004), Truck Traffic: 13%, Features Intersected: UNDER JOHNSON RD CR-106, Facility Carried by Structure: JOHNSON RD CR 106 Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.172, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.2m (63.0ft) Find on map >>
Structure Number: 7701209, Location: 1.50 MI N OF SR 585 (Lat: 41.014092, Lng: -81.664389), Route carried "under" structure: City street DORTY, Year Built: 1957, Structure Length: 7.28m (23.88ft), Average Daily Traffic: 3,910 (year 1971), Features Intersected: US-21, Facility Carried by Structure: SR 21 Minimum Vertical Clearance: 7.82m (25.66ft), Kilometerpoint: 0.003, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.9m (62.0ft) Find on map >>
Structure Number: 7701233, Location: 1.50 MI N OF SR 585 (Lat: 41.014131, Lng: -81.663989), Route carried "under" structure: City street DORTY, Year Built: 1957, Structure Length: 7.27m (23.85ft), Average Daily Traffic: 3,910 (year 1971), Features Intersected: US-21, Facility Carried by Structure: SR 21 Minimum Vertical Clearance: 7.75m (25.43ft), Kilometerpoint: 0.003, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft) Find on map >>
Structure Number: 7701292, Location: 2.31 MI N OF SR 585 (Lat: 41.025694, Lng: -81.665183), Route carried "under" structure: State highway 21, Year Built: 1957, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 30,120 (year 2004), Truck Traffic: 13%, Features Intersected: UNDER GREENWICH RD CR-26, Facility Carried by Structure: GREENWICH ROAD Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 0.419, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.1m (62.7ft) Find on map >>
Structure Number: 7701446, Location: 0.36 MI N OF SR 261 (Lat: 41.049439, Lng: -81.662025), Route carried "under" structure: State highway 21, Year Built: 1957, Structure Length: 6.11m (20.05ft), Average Daily Traffic: 29,668 (year 2004), Truck Traffic: 10%, Features Intersected: UNDER REIMER RD CR-211 Minimum Vertical Clearance: 5.74m (18.83ft), Kilometerpoint: 0.744, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.4m (103.0ft) Find on map >>
Structure Number: 770486, Location: 1.30 MI W OF SR 21 (Lat: 41.041578, Lng: -81.687642), Route carried "under" structure: Interstate 76, Year Built: 1964, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 45,580 (year 2004), Truck Traffic: 20%, Features Intersected: UNDER MEDINA LINE RD CR-, Facility Carried by Structure: MEDINA LINE RD Minimum Vertical Clearance: 5.82m (19.09ft), Kilometerpoint: 0.002, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.0m (72.2ft) Find on map >>
Structure Number: 7704925, Location: 0.22 MI W OF SR 21 (Lat: 41.039783, Lng: -81.667319), Route carried "under" structure: Interstate 76, Year Built: 1964, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 45,580 (year 2004), Truck Traffic: 20%, Features Intersected: UNDER HAMETOWN RD CR-253, Facility Carried by Structure: HAMETOWN ROAD Minimum Vertical Clearance: 0.48m (1.57ft), Kilometerpoint: 0.175, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft) Find on map >>
Structure Number: 7705018, Location: JCT OF IR 76 AND SR 21 (Lat: 41.039756, Lng: -81.663492), Route carried "under" structure: State highway 21, Year Built: 1958, Structure Length: 7.89m (25.89ft), Average Daily Traffic: 29,668 (year 2004), Truck Traffic: 10%, Features Intersected: UNDER I-76, Facility Carried by Structure: I.R. 76 Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.573, Lanes on structure: 6, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft) Find on map >>
Structure Number: 7705042, Location: 0.79 MI E OF SR 21 (Lat: 41.039511, Lng: -81.648011), Route carried "under" structure: Interstate 76, Year Built: 1964, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 59,949 (year 2004), Truck Traffic: 18%, Features Intersected: UNDER EASTON RD CR-284, Facility Carried by Structure: EASTON ROAD Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 0.338, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.4m (57.1ft) Find on map >>
Structure Number: 7705077, Location: 1.33 MI W OF SR 21 (Lat: 41.039261, Lng: -81.638167), Route carried "under" structure: Interstate 76, Year Built: 1963, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 59,949 (year 2004), Truck Traffic: 18%, Features Intersected: UNDER CLEVE MASS RD CR-1, Facility Carried by Structure: CLEVE MASS ROAD Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 0.423, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.8m (55.1ft) Find on map >>
Structure Number: 7705107, Location: 2.33 MI E OF SR 21 (Lat: 41.039453, Lng: -81.619036), Route carried "under" structure: Interstate 76, Year Built: 1963, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 59,949 (year 2004), Truck Traffic: 18%, Features Intersected: UNDER CLARK MILL RD CR20, Facility Carried by Structure: CLARK MILL RD Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 0.583, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft) Find on map >>
Structure Number: 7705131, Location: 1.63 MI W OF SR 619 (Lat: 41.040589, Lng: -81.608889), Route carried "under" structure: County highway 53, Year Built: 1963, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 18,620 (year 1971), Features Intersected: I-76, Facility Carried by Structure: I.R. 76 Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.018, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 12.8m (42.0ft) Find on map >>
Structure Number: 7705166, Location: 1.63 MI W OF SR 619 (Lat: 41.040172, Lng: -81.608939), Route carried "under" structure: County highway 53, Year Built: 1963, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 18,620 (year 1971), Features Intersected: I-76, Facility Carried by Structure: I.R. 76 Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.179, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 12.8m (42.0ft) Find on map >>
Structure Number: 7705255, Location: 0.82 MI W OF SR 619 (Lat: 41.038797, Lng: -81.593667), Route carried "under" structure: Interstate 76, Year Built: 1963, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 59,949 (year 2004), Truck Traffic: 18%, Features Intersected: UNDER SUMMIT RD CH52, Facility Carried by Structure: SUMMIT ROAD CH 52 Minimum Vertical Clearance: 4.45m (14.60ft), Kilometerpoint: 0.080, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.7m (58.1ft) Find on map >>
Structure Number: 7708467, Location: JCT OF SR 21 AND SR 261 (Lat: 41.049469, Lng: -81.662628), Route carried "under" structure: State highway 21, Year Built: 1957, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 29,668 (year 2004), Truck Traffic: 10%, Features Intersected: SR261, Facility Carried by Structure: SR 261 Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 0.684, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft) Find on map >>
Structure Number: 7710895, Location: 0.67 MI W OF SR 21 (Lat: 40.991400, Lng: -81.668194), Route carried "under" structure: State highway 585, Year Built: 1958, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 14,741 (year 2004), Truck Traffic: 10%, Features Intersected: UNDER HAMETOWN RD CR-700, Facility Carried by Structure: HAMETOWN RD CR-70 Minimum Vertical Clearance: 0.47m (1.54ft), Kilometerpoint: 0.098, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft) Find on map >>
Structure Number: 7710992, Location: 0.17 MI E OF SR 21 (Lat: 40.994225, Lng: -81.660533), Route carried "under" structure: County highway 96, Year Built: 1994, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 10,000 (year 1992), Truck Traffic: 3%, Features Intersected: RAMP A (EB 585 TO NB 21, Facility Carried by Structure: SR 585 (RAMP A) Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.081, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.7m (81.0ft) Discuss this city on our hugely popular Ohio forum Back to: Norton, OH, Ohio, All US cities.
|
 |
