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Bridge Statistics for Middleburg Heights, Ohio (OH) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Middleburg Heights, OH, Ohio, Ohio forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 27 Total length: 114 meters (374ft) Total costs: $232,000 Total average daily traffic: 933,789 Total average daily truck traffic: 48,147 National Bridge Inventory (NBI) Registered Bridges for Middleburg Heights
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 1803905, Location: .32 MI. S. OF JCT. US-42 (Lat: 41.350950, Lng: -81.818092), Route carried "on" structure: Interstate 71, Year Built: 1966, Year Reconstructed: 2000, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 46,275 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 64,230 (year 2027), Design Load: HS 20+Mod, Features Intersected: CR 67 (SPRAGUE RD) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.390, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.4m (66.9ft) 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 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: 1803964, Location: .32 MI. S. OF JCT. US-42 (Lat: 41.350950, Lng: -81.818092), Route carried "on" structure: Interstate 71, Year Built: 1966, Year Reconstructed: 2000, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 46,275 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 64,230 (year 2028), Design Load: HS 20+Mod, Features Intersected: CR 67 (SPRAGUE RD) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.390, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.4m (66.9ft) 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 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: 1803999, Location: .15 MI.S. OF JCT. US-42 (Lat: 41.353350, Lng: -81.818556), Route carried "on" structure: Interstate 71, Year Built: 1966, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 92,550 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 128,459 (year 2027), Design Load: H 20, Features Intersected: BALDWIN CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.660, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 46.3m (151.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2007 Find on map >>
Structure Number: 1804022, Location: JCT. US-42 AND I-71 (Lat: 41.355464, Lng: -81.819161), Route carried "on" structure: Interstate 71, Year Built: 1966, Year Reconstructed: 2000, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 54,260 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 75,313 (year 2027), Design Load: HS 20+Mod, Features Intersected: (42-0577) PEARL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.900, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 26.6m (87.3ft), Out-to-Out Width: 27.5m (90.2ft) 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 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: 1804057, Location: JCT. US-42 AND I-71 (Lat: 41.355464, Lng: -81.819161), Route carried "on" structure: Interstate 71, Year Built: 1966, Year Reconstructed: 2000, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 54,260 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 70,746 (year 2026), Design Load: HS 20+Mod, Features Intersected: (42-0580)PEARL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.900, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 26.6m (87.3ft), Out-to-Out Width: 29.3m (96.1ft) Condition: Deck: Satisfactory, 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 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: 1804081, Location: .26 MI. N. OF JCT. US-42 (Lat: 41.359097, Lng: -81.820094), Route carried "on" structure: Interstate 71, Year Built: 1966, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 54,260 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 75,313 (year 2027), Design Load: HS 20+Mod, Features Intersected: CR-299 (FOWLES RD) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.320, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, 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: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 18.3m (60.0ft) 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: 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: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 1804111, Location: .26 MI N. OF JCT. US-42 (Lat: 41.359097, Lng: -81.820094), Route carried "on" structure: Interstate 71, Year Built: 1966, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 54,260 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 75,313 (year 2027), Design Load: HS 20+Mod, Features Intersected: CR-299 (FOWLES RD) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.320, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 17.2m (56.4ft) 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: 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: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 1804146, Location: .49 MI. N. OF JCT. US-42 (Lat: 41.362342, Lng: -81.820969), Route carried "on" structure: Interstate 71, Year Built: 1966, Year Reconstructed: 1998, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 54,260 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 75,313 (year 2027), Design Load: HS 20+Mod, Features Intersected: BIG CREEK PKWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.690, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.5m (54.1ft) 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 180417, Location: .49 MI. N. OF JCT. US-42 (Lat: 41.362342, Lng: -81.820969), Route carried "on" structure: Interstate 71, Year Built: 1966, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 54,260 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 75,313 (year 2027), Design Load: HS 20+Mod, Features Intersected: BIG CREEK PKWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.690, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.5m (54.1ft) 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: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 18042, Location: .84 MI. N. OF JCT. US-42 (Lat: 41.367344, Lng: -81.821614), Route carried "on" structure: Interstate 71, Year Built: 1966, Year Reconstructed: 1999, Status: Open, Structure Length: 7.89m (25.89ft), Average Daily Traffic: 108,520 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 150,626 (year 2028), Design Load: HS 20+Mod, Features Intersected: CSX RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.260, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 40.8m (133.9ft), Skew: 15 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 40.2m (131.9ft), Out-to-Out Width: 41.5m (136.2ft) Condition: Deck: Good, 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: 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, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 1804235, Location: 1.15 MI. N. OF JCT. US-42 (Lat: 41.371844, Lng: -81.820953), Route carried "on" structure: Interstate 71, Year Built: 1966, Year Reconstructed: 1999, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 116,790 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 162,105 (year 2028), Design Load: HS 20+Mod, Features Intersected: CR 27 (BAGLEY RD) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.750, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 30.5m (100.1ft), Out-to-Out Width: 33.5m (109.9ft) 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Structure Number: 1830392, Location: .1MI EAST OF PEARL RD, Route carried "on" structure: County highway 27, Year Built: 1950, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 21,911 (year 1998), Truck Traffic: 4%, Average Future Daily Traffic: 30,412 (year 2025), Design Load: HS 20, Features Intersected: BALDWIN CRK/BAGLEY #116
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.6m (54.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 30.6 metric tons, Inventory Rating: 22.5 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 160.93m (527.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2007, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $10,000, Total Project Cost: $110,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Structure Number: 1830996, Location: 1955' E OF EASTLAND RD, Route carried "on" structure: County highway 131, Year Built: 1934, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 12,141 (year 1999), Truck Traffic: 12%, Average Future Daily Traffic: 16,852 (year 2024), Design Load: H 20, Features Intersected: LK ABRAMS DT/SHELDON #28
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.0m, Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.4m (21.0ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 27.0 metric tons, Inventory Rating: 19.8 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2007, Bridge Improvement Cost: $76,000, Roadway Improvement Cost: $8,000, Total Project Cost: $122,000 ( Estimate for 2000), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Structure Number: 1831062, Location: 5673' E OF EASTLAND RD, Route carried "on" structure: County highway 231, Year Built: 1925, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 1,572 (year 1998), Average Future Daily Traffic: 2,182 (year 2029), Design Load: HS 15, Features Intersected: BALDWIN CRK/MAIN ST #36
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 7.2m (23.6ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 22.5 metric tons, Inventory Rating: 16.2 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1833014, Location: SOUTHEAST OF PEARL ROAD (Lat: 41.360556, Lng: -81.810833), Route carried "on" structure: County highway C0192, Year Built: 2005, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 5,900 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 7,500 (year 2025), Design Load: HS 25, Features Intersected: BALDWIN CRK/WEBSTER #38, Facility Carried by Structure: WEBSTER RD CR 192 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft) Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Wearing Surface/Protective System: Wearing Surface: Bituminous Structure Number: 1833472, Location: 431' S OF OLD PL VALL RD, Route carried "on" structure: County highway 48, Year Built: 1961, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 22,639 (year 2000), Truck Traffic: 2%, Average Future Daily Traffic: 31,423 (year 2029), Design Load: HS 20, Features Intersected: BALDWIN CRK/WEST 130 #45
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 19.0m (62.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 27.0 metric tons, Inventory Rating: 19.8 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1834487, Location: 677' N OF MAIN STR (Lat: 41.356667, Lng: -81.843333), Route carried "on" structure: County highway 186, Year Built: 1904, Year Reconstructed: 1964, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 6,320 (year 1999), Average Future Daily Traffic: 8,772 (year 2029), Design Load: H 20, Features Intersected: BALDWIN CRK/EASTLAND #32 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.7m (31.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 30.6 metric tons, Inventory Rating: 22.5 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1890816, Location: CLEVELAND METRO PARK (Lat: 41.368972, Lng: -81.810014), Route carried "on" structure: Other road CMP00, Year Built: 1965, Year Reconstructed: 2007, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 500 (year 2007), Features Intersected: ABRAM CREEK, Facility Carried by Structure: BIG CREEK ELEM DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Park, Forest, or Reservation Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.4m (30.8ft) Operating Rating: 32.4 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 12 months, 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: 1803905, Location: .32 MI. S. OF JCT. US-42 (Lat: 41.350950, Lng: -81.818092), Route carried "under" structure: County highway 67, Year Built: 1966, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 24,170 (year 1970), Features Intersected: I-71 SB, Facility Carried by Structure: I-71 S.B. Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 0.090, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft) Find on map >>
Structure Number: 1803964, Location: .32 MI. S. OF JCT. US-42 (Lat: 41.350950, Lng: -81.818092), Route carried "under" structure: County highway 67, Year Built: 1966, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 24,170 (year 1970), Features Intersected: I-71 NB, Facility Carried by Structure: I-71 M.B. Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 0.090, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft) Find on map >>
Structure Number: 1804022, Location: JCT. US-42 AND I-71 (Lat: 41.355464, Lng: -81.819161), Route carried "under" structure: US 42, Year Built: 1966, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 30,276 (year 2004), Truck Traffic: 2%, Features Intersected: I-71 SB (CUY-71-0553L), Facility Carried by Structure: I-71 S.B Minimum Vertical Clearance: 0.46m (1.51ft), Kilometerpoint: 0.929, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft) Find on map >>
Structure Number: 1804057, Location: JCT. US-42 AND I-71 (Lat: 41.355464, Lng: -81.819161), Route carried "under" structure: US 42, Year Built: 1966, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 21,410 (year 2004), Truck Traffic: 2%, Features Intersected: I-71 NB (CUY-71-0553R), Facility Carried by Structure: I-71 N.B. Minimum Vertical Clearance: 0.46m (1.51ft), Kilometerpoint: 0.934, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft) Find on map >>
Structure Number: 1804081, Location: .26 MI. N. OF JCT. US-42 (Lat: 41.359097, Lng: -81.820094), Route carried "under" structure: County highway 299, Year Built: 1966, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 3,670 (year 1970), Features Intersected: I-71 SB, Facility Carried by Structure: I-71 S.B. Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.204, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft) Find on map >>
Structure Number: 1804111, Location: .26 MI N. OF JCT. US-42 (Lat: 41.359097, Lng: -81.820094), Route carried "under" structure: County highway 299, Year Built: 1966, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 3,670 (year 1970), Features Intersected: I-71 NB, Facility Carried by Structure: I-71 N.B. Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.204, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft) Find on map >>
Structure Number: 1804146, Location: .49 MI. N. OF JCT. US-42 (Lat: 41.362342, Lng: -81.820969), Route carried "under" structure: City street PKWY0, Year Built: 1966, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 100 (year 1970), Features Intersected: IR 71, Facility Carried by Structure: I-71 S.B. Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.4m (44.0ft) Find on map >>
Structure Number: 180417, Location: .49 MI. N. OF JCT. US-42 (Lat: 41.362342, Lng: -81.820969), Route carried "under" structure: City street PKWY0, Year Built: 1966, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 100 (year 1970), Features Intersected: IR 71, Facility Carried by Structure: I-71 N.B Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.4m (44.0ft) Find on map >>
Structure Number: 1804235, Location: 1.15 MI. N. OF JCT. US-42 (Lat: 41.371844, Lng: -81.820953), Route carried "under" structure: County highway 27, Year Built: 1966, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 19,270 (year 1970), Features Intersected: I-71, Facility Carried by Structure: I-71 Minimum Vertical Clearance: 0.46m (1.51ft), Kilometerpoint: 0.101, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.4m (44.0ft) Discuss this city on our hugely popular Ohio forum Back to: Middleburg Heights, OH, Ohio, All US cities.
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