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Bridge Statistics for Canton, Ohio (OH) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Canton, OH, Ohio, Ohio forum, All US cities. National Bridge Inventory (NBI) Statistics
Number of bridges: 156
Total length: 1,127 meters (3,698ft) Total average daily traffic: 3,344,413 Total average daily truck traffic: 389,209 National Bridge Inventory (NBI) Registered Bridges for Canton
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Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >> Show street view
Structure Number: 7600844, Location: 1.53 MI E OF US 62 (Lat: 40.786911, Lng: -81.380497), Route carried "on" structure: US 30, Year Built: 1981, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 41,520 (year 2009), Truck Traffic: 11%, Average Future Daily Traffic: 57,630 (year 2033), Design Load: HS 20, Features Intersected: US30 EB&WB OVER MARKET S Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.470, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 50.0m (164.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 48.8m (160.1ft), Out-to-Out Width: 50.0m (164.0ft) 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 7600852, Location: 0.40 MI E OF US 62 (Lat: 40.787117, Lng: -81.382736), Route carried "on" structure: Ramp US 30, Year Built: 1981, Status: Open, Structure Length: 11.13m (36.52ft), Average Daily Traffic: 750 (year 2008), Average Future Daily Traffic: 1,041 (year 2033), Design Load: HS 20, Features Intersected: RAMP C&D OVER CLEV & CSX Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.250, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 39.5 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: Equal to present minimum criteria, Deck Geometry: Better than 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: August 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 760086, Location: 0.36 MI E OF US 62 (Lat: 40.785844, Lng: -81.383022), Route carried "on" structure: US 30, Year Built: 1981, Status: Open, Structure Length: 15.24m (50.00ft), Average Daily Traffic: 41,520 (year 2009), Truck Traffic: 11%, Average Future Daily Traffic: 57,630 (year 2033), Design Load: HS 20, Features Intersected: 30 EB WB OV CLEVE AV B&O Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.150, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.1m (115.2ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 45.4m (149.0ft), Curb-To-Curb Width: 33.5m (109.9ft), Out-to-Out Width: 34.7m (113.8ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 11, Critical Feature Inspection Date: December 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Membrane: Built-up Find on map >> Show street view
Structure Number: 7600887, Location: 0.20 MI E OF US 62 (Lat: 40.786786, Lng: -81.384808), Route carried "on" structure: Ramp US 30, Year Built: 1979, Status: Open, Structure Length: 29.32m (96.19ft), Average Daily Traffic: 450 (year 2008), Average Future Daily Traffic: 625 (year 2033), Design Load: HS 20, Features Intersected: RAMP C 30WB TO 77SB Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 23.890, Lanes on structure: 1, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 47.6m (156.2ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Satisfactory, Superstructure: Good, 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: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Membrane: Built-up Find on map >> Show street view
Structure Number: 7600895, Location: 0.91 MI E OF US 62 (Lat: 40.787203, Lng: -81.373611), Route carried "on" structure: US 30, Year Built: 1981, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 41,520 (year 2009), Truck Traffic: 11%, Average Future Daily Traffic: 57,630 (year 2033), Design Load: HS 20, Features Intersected: OVER CHERRY AVE CR-568 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.070, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 41.5m (136.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.4m (93.2ft), Curb-To-Curb Width: 39.6m (129.9ft), Out-to-Out Width: 40.8m (133.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 7600925, Location: 0.03 MI E OF US 62 (Lat: 40.784300, Lng: -81.388950), Route carried "on" structure: US 30, Year Built: 1979, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 43,350 (year 2009), Truck Traffic: 13%, Average Future Daily Traffic: 60,170 (year 2033), Design Load: HS 20, Features Intersected: OVER HENRY AVE SW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.760, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.9m (98.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 29.3m (96.1ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 7600933, Location: 0.70 MI E OF SR 43 (Lat: 40.795194, Lng: -81.358108), Route carried "on" structure: State highway 172, Year Built: 1923, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 5,160 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 7,162 (year 2033), Design Load: H 15, Features Intersected: BR NIMISHILLEN CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.070, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 12 months, Inspection Date: October 11, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 7600941, Location: 0.18 MI E OF US 62 (Lat: 40.784456, Lng: -81.386378), Route carried "on" structure: US 30, Year Built: 1979, Status: Open, Structure Length: 20.15m (66.11ft), Average Daily Traffic: 43,350 (year 2009), Truck Traffic: 13%, Average Future Daily Traffic: 60,170 (year 2033), Design Load: HS 20, Features Intersected: I77,CONRAIL,CREEK & RAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.860, Lanes on structure: 5, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.7m (104.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 31.1m (102.0ft), Out-to-Out Width: 32.3m (106.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 7600976, Location: 0.26 MI W OF SR 43 (Lat: 40.787256, Lng: -81.369442), Route carried "on" structure: US 30, Year Built: 1984, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 34,530 (year 2009), Truck Traffic: 11%, Average Future Daily Traffic: 47,928 (year 2033), Design Load: HS 20, Features Intersected: OVER WHEELNG&LAKE ERIE R Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.440, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 44.5m (146.0ft), Out-to-Out Width: 46.0m (150.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 7600984, Location: 0.90 MI W OF SR 43 (Lat: 40.787975, Lng: -81.366922), Route carried "on" structure: US 30, Year Built: 1984, Status: Open, Structure Length: 19.08m (62.60ft), Average Daily Traffic: 34,530 (year 2009), Truck Traffic: 11%, Average Future Daily Traffic: 47,928 (year 2033), Design Load: HS 20+Mod, Features Intersected: OVER 11TH ST & NIM CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.600, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 64.0m (210.0ft), Curb-To-Curb Width: 32.6m (107.0ft), Out-to-Out Width: 33.5m (109.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 11, Critical Feature Inspection Date: December 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 7601018, Location: 0.49 MI W OF SR 43 (Lat: 40.788328, Lng: -81.359450), Route carried "on" structure: US 30, Year Built: 1984, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 34,530 (year 2009), Truck Traffic: 11%, Average Future Daily Traffic: 47,928 (year 2033), Design Load: HS 20+Mod, Features Intersected: OVER WARNER AVE CR-553 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.290, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), 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-To-Curb Width: 32.5m (106.6ft), Out-to-Out Width: 33.5m (109.9ft) 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Membrane: Built-up, Deck Protection: Galvanized Reinforcing Find on map >> Show street view
Structure Number: 7601026, Location: 0.44 MI W OF SR 43 (Lat: 40.788292, Lng: -81.358306), Route carried "on" structure: US 30, Year Built: 1984, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 34,530 (year 2009), Truck Traffic: 11%, Average Future Daily Traffic: 47,928 (year 2033), Design Load: HS 20, Features Intersected: OVER N&W RR SPUR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.390, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 32.9m (107.9ft), Out-to-Out Width: 33.6m (110.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 7601042, Location: 0.40 MI W OF SR 43 (Lat: 40.788258, Lng: -81.357211), Route carried "on" structure: US 30, Year Built: 1984, Status: Open, Structure Length: 8.47m (27.79ft), Average Daily Traffic: 34,530 (year 2009), Truck Traffic: 11%, Average Future Daily Traffic: 47,928 (year 2033), Design Load: HS 20, Features Intersected: OVER WHEELNG&LAKE ERIE R Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.480, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 33.5m (109.9ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 32.9m (107.9ft), Out-to-Out Width: 34.1m (111.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 7601069, Location: JCT OF SR 43 AND US 30 (Lat: 40.787850, Lng: -81.349186), Route carried "on" structure: State highway 43, Year Built: 1984, Status: Open, Structure Length: 7.28m (23.88ft), Average Daily Traffic: 11,460 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 15,906 (year 2033), Design Load: HS 20+Mod, Features Intersected: SR43(BELDEN AVE) OVR US3 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.580, Lanes on structure: 4, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.8m (124.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 21.8m (71.5ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 7601379, Location: 0.98 MI S OF SR 153 (Lat: 40.790547, Lng: -81.372925), Route carried "on" structure: State highway 43, Year Built: 1972, Year Reconstructed: 2006, Status: Open, Structure Length: 43.15m (141.57ft), Average Daily Traffic: 10,890 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 15,115 (year 2033), Design Load: HS 20+Mod, Features Intersected: OVER CSX; N&S; CONRAIL R Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.950, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 19, Length of Maximum Span: 44.6m (146.3ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 19.1m (62.7ft) 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: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 7602197, Location: 0.25 MI W OF IR 77 (Lat: 40.784158, Lng: -81.388967), Route carried "on" structure: US 62, Year Built: 1979, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 5,385 (year 2009), Truck Traffic: 15%, Average Future Daily Traffic: 7,474 (year 2033), Design Load: HS 20, Features Intersected: RMP F OV HENRY TO 77 SBN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.110, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 76022, Location: 0.25 MI W OF IR 77 (Lat: 40.784642, Lng: -81.388936), Route carried "on" structure: US 62, Year Built: 1979, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 5,385 (year 2009), Truck Traffic: 15%, Average Future Daily Traffic: 7,474 (year 2033), Design Load: HS 20, Features Intersected: RMP A OV HENRY TO 62&30W Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.110, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 7602219, Location: BR NIMSHIL CR & PC RR (Lat: 40.784083, Lng: -81.386256), Route carried "on" structure: US 62, Year Built: 1979, Status: Open, Structure Length: 8.26m (27.10ft), Average Daily Traffic: 5,385 (year 2009), Truck Traffic: 15%, Average Future Daily Traffic: 7,474 (year 2033), Design Load: HS 20, Features Intersected: BR NIMISHILLEN CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.300, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 7602227, Location: RMP G BR OVER IR 77 (Lat: 40.784083, Lng: -81.386264), Route carried "on" structure: US 62, Year Built: 1979, Status: Open, Structure Length: 31.24m (102.49ft), Average Daily Traffic: 5,385 (year 2009), Truck Traffic: 15%, Average Future Daily Traffic: 7,474 (year 2033), Design Load: HS 20, Features Intersected: RMP G BR OVER I77 TO 77N Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.300, Lanes on structure: 1, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Membrane: Built-up Find on map >> Show street view
Structure Number: 7602235, Location: RMP F(EB 30&62 TO SB 77) (Lat: 40.783989, Lng: -81.386272), Route carried "on" structure: Ramp US 62, Year Built: 1979, Status: Open, Structure Length: 17.40m (57.09ft), Average Daily Traffic: 2,000 (year 2008), Average Future Daily Traffic: 2,776 (year 2033), Design Load: HS 20, Features Intersected: RMP F(EB 30&62 TO SB 77) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.450, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.3m (69.9ft) Condition: Deck: Satisfactory, Superstructure: Fair, 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: Somewhat better than minimum adequacy, 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: December 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Membrane: Built-up Find on map >> Show street view
Structure Number: 7602243, Location: RMP G BR OVER CLEVTOI77NB (Lat: 40.784083, Lng: -81.383397), Route carried "on" structure: US 62, Year Built: 1979, Status: Open, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 5,385 (year 2009), Truck Traffic: 15%, Average Future Daily Traffic: 7,474 (year 2033), Design Load: HS 20, Features Intersected: RMP G BR OVER CLEVTOI77N Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.730, Lanes on structure: 1, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.1m (29.9ft) 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: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 7602286, Location: 1.83 MI W OF SR 43 (Lat: 40.829061, Lng: -81.395936), Route carried "on" structure: US 62, Year Built: 1960, Year Reconstructed: 2002, Status: Open, Structure Length: 16.42m (53.87ft), Average Daily Traffic: 24,386 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 33,848 (year 2033), Design Load: HS 20+Mod, Features Intersected: OVER HARRISON AVE; B&O R Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.980, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 2, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.4m (57.1ft) Condition: Deck: Good, Superstructure: Very 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 7602316, Location: 1.83 MI W OF SR 43 (Lat: 40.828725, Lng: -81.395775), Route carried "on" structure: US 62, Year Built: 1960, Year Reconstructed: 2002, Status: Open, Structure Length: 16.42m (53.87ft), Average Daily Traffic: 24,386 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 33,848 (year 2033), Design Load: HS 20+Mod, Features Intersected: OVER HARRISON AVE; B&O R Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.970, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 2, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Good, Superstructure: Very 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: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 760234, Location: 0.70 MI E OF IR 77 (Lat: 40.830289, Lng: -81.387192), Route carried "on" structure: County highway 66, Year Built: 1960, Year Reconstructed: 1980, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 100 (year 1974), Average Future Daily Traffic: 68,984 (year 2033), Design Load: HS 20+Mod, Features Intersected: US 62, Facility Carried by Structure: CLEVELAND AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.960, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 20.7m (67.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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 minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 7602375, Location: 0.22 MI W OF SR 43 (Lat: 40.829247, Lng: -81.372614), Route carried "on" structure: US 62, Year Built: 1960, Year Reconstructed: 2000, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 24,850 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 34,492 (year 2033), Design Load: HS 20+Mod, Features Intersected: OVER HARVARD AVE CR-558 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.140, Lanes on structure: 2, Lanes under structure: 4, 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: 18.9m (62.0ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 7602405, Location: 0.22 MI W OF SR 43 (Lat: 40.828947, Lng: -81.372653), Route carried "on" structure: US 62, Year Built: 1960, Year Reconstructed: 2000, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 24,850 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 34,492 (year 2033), Design Load: HS 20+Mod, Features Intersected: OVER HARVARD AVE CR-558 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.140, Lanes on structure: 2, Lanes under structure: 4, 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: 18.9m (62.0ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 7602464, Location: JCT OF SR 43 AND US 62 (Lat: 40.829703, Lng: -81.366636), Route carried "on" structure: US 62, Year Built: 1960, Year Reconstructed: 2000, Status: Open, Structure Length: 6.68m (21.92ft), Average Daily Traffic: 24,850 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 34,492 (year 2033), Design Load: HS 20, Features Intersected: OVER STA-SR 43-15.13 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.640, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, 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-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.4m (44.0ft) 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: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 7602499, Location: JCT OF SR 43 AND US 62 (Lat: 40.829358, Lng: -81.366611), Route carried "on" structure: US 62, Year Built: 1960, Year Reconstructed: 2000, Status: Open, Structure Length: 6.68m (21.92ft), Average Daily Traffic: 24,850 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 34,492 (year 2033), Design Load: HS 20, Features Intersected: OVER STA-SR 43-15.11 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.640, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 2 degrees, 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-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.5m (54.1ft) Condition: Deck: Satisfactory, Superstructure: Very 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: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 760315, Location: 0.54 MI S OF SR 627 (Lat: 40.743486, Lng: -81.408119), Route carried "on" structure: Interstate 77, Year Built: 1965, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 17,115 (year 2009), Truck Traffic: 14%, Average Future Daily Traffic: 23,756 (year 2033), Design Load: HS 20, Features Intersected: OVER PRAIRIE RD TR-271 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.430, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 7603215, Location: 0.54 MI S OF SR 627 (Lat: 40.743564, Lng: -81.408675), Route carried "on" structure: Interstate 77, Year Built: 1965, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 17,115 (year 2009), Truck Traffic: 14%, Average Future Daily Traffic: 23,756 (year 2033), Design Load: HS 20, Features Intersected: OVER PRAIRIE RD TR-271 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.430, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 7603304, Location: 1.15 MI N OF SR 627 (Lat: 40.765972, Lng: -81.397450), Route carried "on" structure: County highway 254, Year Built: 1967, Status: Open, Structure Length: 9.63m (31.59ft), Average Daily Traffic: 2,000 (year 1971), Average Future Daily Traffic: 47,511 (year 2033), Design Load: H 15, Features Intersected: IR 77, Facility Carried by Structure: DUEBER AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.140, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >> Show street view
Structure Number: 7603312, Location: 1 MI S OF US 30 (Lat: 40.772619, Lng: -81.387986), Route carried "on" structure: County highway 66, Year Built: 1969, Status: Open, Structure Length: 9.60m (31.50ft), Average Daily Traffic: 100 (year 1974), Average Future Daily Traffic: 47,511 (year 2033), Design Load: HS 20, Features Intersected: IR 77, Facility Carried by Structure: CLEVELAND AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.130, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.2m (99.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 12.5m (41.0ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 24.2m (79.4ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 12 months, Inspection Date: July 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >> Show street view
Structure Number: 7603339, Location: 0.12 MI N OF SR 800 (Lat: 40.774189, Lng: -81.386472), Route carried "on" structure: Interstate 77, Year Built: 1969, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 23,515 (year 2009), Truck Traffic: 12%, Average Future Daily Traffic: 32,639 (year 2033), Design Load: HS 20, Features Intersected: NIMISHILLEN CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.520, Lanes on 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: 3, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: July 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 7603363, Location: 0.12 MI N OF SR 800 (Lat: 40.773811, Lng: -81.386203), Route carried "on" structure: Interstate 77, Year Built: 1969, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 23,515 (year 2009), Truck Traffic: 12%, Average Future Daily Traffic: 32,639 (year 2033), Design Load: HS 20, Features Intersected: NIMISHILLEN CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.520, Lanes on 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: 3, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: July 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 7603398, Location: 0.40 MI N OF SR 800 (Lat: 40.776867, Lng: -81.382667), Route carried "on" structure: Interstate 77, Year Built: 1969, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 23,515 (year 2009), Truck Traffic: 12%, Average Future Daily Traffic: 32,639 (year 2033), Design Load: HS 20, Features Intersected: OVER KIMBELL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.940, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 7603428, Location: 0.40 MI N OF SR 800 (Lat: 40.776567, Lng: -81.382444), Route carried "on" structure: Interstate 77, Year Built: 1969, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 23,515 (year 2009), Truck Traffic: 12%, Average Future Daily Traffic: 32,639 (year 2033), Design Load: HS 20, Features Intersected: OVER KIMBELL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.940, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 7603452, Location: 0.62 MI N OF SR 800 (Lat: 40.779542, Lng: -81.381133), Route carried "on" structure: Interstate 77, Year Built: 1969, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 23,515 (year 2009), Truck Traffic: 12%, Average Future Daily Traffic: 32,639 (year 2033), Design Load: HS 20, Features Intersected: E BR NIMISHILLEN CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.300, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 15.9m (52.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 7603487, Location: 0.62 MI N OF SR 800 (Lat: 40.779556, Lng: -81.380728), Route carried "on" structure: Interstate 77, Year Built: 1969, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 23,515 (year 2009), Truck Traffic: 12%, Average Future Daily Traffic: 32,639 (year 2033), Design Load: HS 20, Features Intersected: E BR NIMISHILLEN CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.300, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 7603517, Location: 0.72 MI N OF SR 800 (Lat: 40.780933, Lng: -81.381425), Route carried "on" structure: Interstate 77, Year Built: 1969, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 23,515 (year 2009), Truck Traffic: 12%, Average Future Daily Traffic: 32,639 (year 2033), Design Load: HS 20, Features Intersected: OVER N & W RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.460, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 15.9m (52.2ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >> Show street view
Structure Number: 7603541, Location: 0.72 MI N OF SR 800 (Lat: 40.781061, Lng: -81.381061), Route carried "on" structure: Interstate 77, Year Built: 1969, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 23,515 (year 2009), Truck Traffic: 12%, Average Future Daily Traffic: 32,639 (year 2033), Design Load: HS 20, Features Intersected: OVER N & W RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.460, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 15.9m (52.2ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 7603568, Location: 0.26 MI S OF US 30 (Lat: 40.782489, Lng: -81.381833), Route carried "on" structure: Ramp Interstate 77, Year Built: 1979, Status: Open, Structure Length: 6.68m (21.92ft), Average Daily Traffic: 23,515 (year 2009), Truck Traffic: 12%, Average Future Daily Traffic: 32,639 (year 2033), Design Load: HS 20, Features Intersected: NB RMP H OV 15ST TO 30 E Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.620, 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: 28.0m (91.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 7603576, Location: 0.72 MI N OF SR 800 (Lat: 40.782969, Lng: -81.382658), Route carried "on" structure: Interstate 77, Year Built: 1969, Status: Open, Structure Length: 19.11m (62.70ft), Average Daily Traffic: 47,030 (year 2009), Truck Traffic: 12%, Average Future Daily Traffic: 65,278 (year 2033), Design Load: HS 20+Mod, Features Intersected: MARKET CLEVELAND & 15TH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.680, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.7m (94.2ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 34.4m (112.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 26.2m (86.0ft) Condition: Deck: Fair, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 11, Critical Feature Inspection Date: December 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >> Show street view
Structure Number: 7603584, Location: 0.16 MI S OF US 30 (Lat: 40.784122, Lng: -81.382014), Route carried "on" structure: Ramp Interstate 77, Year Built: 1979, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 23,515 (year 2009), Truck Traffic: 12%, Average Future Daily Traffic: 32,639 (year 2033), Design Load: HS 20, Features Intersected: NB RMP H OV MKTST TO 30E Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.760, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 47.9m (157.2ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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 11, Deck Structure Type: Concrete Cast-file-Place
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