 |
 |
Bridge Statistics for Huron, Ohio (OH) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Huron, OH, Ohio, Ohio forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 20 Total length: 124 meters (407ft) Total costs: $290,000 Total average daily traffic: 158,816 Total average daily truck traffic: 14,734 National Bridge Inventory (NBI) Registered Bridges for Huron
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 2201186, Location: 1.55 MI W OF SR 13 (Lat: 41.388333, Lng: -82.565000), Route carried "on" structure: State highway 2, Year Built: 1987, Status: Open, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 9,850 (year 2006), Truck Traffic: 14%, Average Future Daily Traffic: 14,199 (year 2027), Design Load: HS 20, Features Intersected: OVER CONRAIL RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.010, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 2201194, Location: 1.55 MI W OF SR 13 (Lat: 41.388333, Lng: -82.565000), Route carried "on" structure: State highway 2, Year Built: 1987, Status: Open, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 9,850 (year 2006), Truck Traffic: 14%, Average Future Daily Traffic: 14,199 (year 2027), Design Load: HS 20, Features Intersected: OVER CONRAIL RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.010, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, Superstructure: 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 2201208, Location: 1.32 MI W OF SR 13 (Lat: 41.385000, Lng: -82.565000), Route carried "on" structure: State highway 2, Year Built: 1987, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 9,850 (year 2006), Truck Traffic: 14%, Average Future Daily Traffic: 14,199 (year 2027), Design Load: HS 20, Features Intersected: OVER CH-10 (BOGART RD) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.380, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft) 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: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 2201216, Location: 1.32 MI W OF SR 13 (Lat: 41.385000, Lng: -82.565000), Route carried "on" structure: State highway 2, Year Built: 1987, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 9,850 (year 2006), Truck Traffic: 14%, Average Future Daily Traffic: 14,199 (year 2027), Design Load: HS 20, Features Intersected: OVER CH-10 (BOGART RD) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.380, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 2201836, Location: AT SR 2 (Lat: 41.405000, Lng: -82.591667), Route carried "on" structure: US 6, Year Built: 1961, Year Reconstructed: 2001, Status: Open, Structure Length: 9.04m (29.66ft), Average Daily Traffic: 11,030 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 16,434 (year 2027), Design Load: HS 20+Mod, Features Intersected: OVER ERI-2-1542 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.840, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 17.7m (58.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.24m (50.00ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2007, Bridge Improvement Cost: $21,000, Roadway Improvement Cost: $2,000, Total Project Cost: $30,000 ( Estimate for 2000), 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: 220186, Location: OVER SR 2 (Lat: 41.403333, Lng: -82.568333), Route carried "on" structure: Ramp US 6, Year Built: 1987, Status: Open, Structure Length: 9.78m (32.09ft), Average Daily Traffic: 6,770 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 9,230 (year 2027), Design Load: HS 20, Features Intersected: OVER ERI-2-1640 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.530, Lanes on structure: 2, Lanes under structure: 4, Owner: State 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: 4, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Satisfactory, Superstructure: 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: Meets minimum limits, Underclear: Equal to present minimum 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, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 2201917, Location: .57 MI W SR 13 (Lat: 41.393333, Lng: -82.561667), Route carried "on" structure: US 6, Year Built: 1961, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 6,770 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 8,814 (year 2027), Design Load: H 20, Features Intersected: SMALL STREAM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.640, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2007 Find on map >>
Structure Number: 2201984, Location: .65 MI W BERLIN RD (Lat: 41.390000, Lng: -82.555000), Route carried "on" structure: US 6, Year Built: 1947, Status: Open, Structure Length: 31.24m (102.49ft), Average Daily Traffic: 11,170 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 17,419 (year 2027), Design Load: H 20, Features Intersected: HURON RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.500, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 20 degrees, Navigation Control: Yes ( Vertical Clearance: 7.6m (24.9ft), Horizontal Clearance: 36.0m (118.1ft)), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 23, Length of Maximum Span: 36.0m (118.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 21.0m (68.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 36.0 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 37.95m (124.51ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: August 2007, Underwater Inspection Date: June 2006, Bridge Improvement Cost: $170,000, Roadway Improvement Cost: $17,000, Total Project Cost: $200,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 2202018, Location: .50 MILES EAST OF SR 13 (Lat: 41.390000, Lng: -82.548333), Route carried "on" structure: US 6, Year Built: 1947, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 11,170 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 17,114 (year 2027), Design Load: HS 20, Features Intersected: OVER N&S RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.010, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 21.5m (70.5ft) Condition: Deck: Good, Superstructure: 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, Length Of Structure Improvement: 15.24m (50.00ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2007, Bridge Improvement Cost: $54,000, Roadway Improvement Cost: $5,000, Total Project Cost: $60,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 2202433, Location: 5.27 MILES NORTH OF SR250 (Lat: 41.380000, Lng: -82.566667), Route carried "on" structure: State highway 13, Year Built: 1956, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 3,530 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 6,773 (year 2027), Design Load: H 10, Features Intersected: MUD BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.410, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft) 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: 31.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum 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, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 2231972, Location: 0.2 MI. W. OF CAMP ROAD (Lat: 41.377539, Lng: -82.619558), Route carried "on" structure: County highway T0011, Year Built: 2007, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 260 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 386 (year 2027), Design Load: HS 25, Features Intersected: FOX ROAD-BOND CREEK-H308, Facility Carried by Structure: FOX ROAD (T-11) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft) 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: 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: December 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: 2262428, Location: 0.7 MI W OF MAIN STREET (Lat: 41.400933, Lng: -82.565461), Route carried "on" structure: City street CLEVE, Year Built: 1932, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 6,400 (year 1996), Truck Traffic: 3%, Average Future Daily Traffic: 8,883 (year 2024), Features Intersected: COVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 22.5 metric tons, Inventory Rating: 16.2 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 2262479, Location: 600 FT E OF ANCHORAGE CIR (Lat: 41.387225, Lng: -82.530300), Route carried "on" structure: City street OHARB, Year Built: 1900, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 100 (year 1996), Average Future Daily Traffic: 139 (year 2024), Features Intersected: COVE, Facility Carried by Structure: HARBORVIEW DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 6.7m (22.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 22.5 metric tons, Inventory Rating: 16.2 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 226263, Location: 0.3 MI W OF MAIN STREET (Lat: 41.397753, Lng: -82.559467), Route carried "on" structure: City street CLEVE, Year Built: 2002, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 700 (year 2002), Truck Traffic: 30%, Average Future Daily Traffic: 972 (year 2024), Design Load: HS 20+Mod, Features Intersected: COVE NO 1 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, 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 desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 2201208, Location: 1.32 MI W OF SR 13 (Lat: 41.385000, Lng: -82.565000), Route carried "under" structure: City street CR010, Year Built: 1987, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 1,000 (year 2004), Features Intersected: UNDER ERI-02-1701L, Facility Carried by Structure: SR 2 Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft) Find on map >>
Structure Number: 2201216, Location: 1.32 MI W OF SR 13 (Lat: 41.385000, Lng: -82.565000), Route carried "under" structure: City street CR010, Year Built: 1987, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 10,000 (year 2004), Features Intersected: UNDER ERI-2X-1701R, Facility Carried by Structure: SR 2 Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft) Find on map >>
Structure Number: 2201836, Location: AT SR 2 (Lat: 41.405000, Lng: -82.591667), Route carried "under" structure: State highway 2, Year Built: 1961, Structure Length: 9.04m (29.66ft), Average Daily Traffic: 20,176 (year 2006), Truck Traffic: 15%, Features Intersected: UNDER ERI-006 -1540, Facility Carried by Structure: US 6 Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 2.483, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft) Find on map >>
Structure Number: 220186, Location: OVER SR 2 (Lat: 41.403333, Lng: -82.568333), Route carried "under" structure: Bypass State highway 2, Year Built: 1987, Structure Length: 9.78m (32.09ft), Average Daily Traffic: 19,700 (year 2006), Truck Traffic: 14%, Features Intersected: UNDER ERI-6- EB THRU+RAM, Facility Carried by Structure: SR 6 Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 0.264, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.8m (101.0ft) Find on map >>
Structure Number: 2201895, Location: .80 MILES WEST OF SR 13 (Lat: 41.395000, Lng: -82.566667), Route carried "under" structure: US 6, Year Built: 1961, Structure Length: 10.88m (35.70ft), Average Daily Traffic: 6,770 (year 2006), Truck Traffic: 6%, Features Intersected: UNDER WOODLAND AVE PED O, Facility Carried by Structure: PEDESTRIAN BRIDGE Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 2.737, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft) Find on map >>
Structure Number: 2202085, Location: 2.04 MILES WEST OF SR 2 (Lat: 41.386667, Lng: -82.528333), Route carried "under" structure: US 6, Year Built: 1985, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 3,870 (year 2006), Truck Traffic: 5%, Features Intersected: UNDER PEDESTRIAN WALKWAY, Facility Carried by Structure: PEDESTRIAN BRIDGE Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 3.111, Lanes under structure: 2, Material/Design: Wood or Timber, Design/Construction: Arch - Thru, Length of Maximum Span: 24.1m (79.1ft) Discuss this city on our hugely popular Ohio forum Back to: Huron, OH, Ohio, All US cities.
|
 |
