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Bridge Statistics for Euclid, Ohio (OH) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Euclid, OH, Ohio, Ohio forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 30 Total length: 152 meters (499ft) Total costs: $1,000,000 Total average daily traffic: 1,040,375 Total average daily truck traffic: 55,118 National Bridge Inventory (NBI) Registered Bridges for Euclid
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 1801082, Location: APPROX 500FT E DILLE RD (Lat: 41.568281, Lng: -81.535947), Route carried "on" structure: US 6, Year Built: 1902, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 17,640 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 24,484 (year 2027), Design Load: H 15, Features Intersected: OLD2589-EUCLID CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.850, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.3m (56.8ft), Out-to-Out Width: 29.4m (96.5ft) Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 33.3 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2007, Bridge Improvement Cost: $500,000, Roadway Improvement Cost: $500,000, Total Project Cost: $1,000,000 ( Estimate for 2000), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1808915, Location: 1.56 MI W OF JCT SR175 (Lat: 41.587558, Lng: -81.526322), Route carried "on" structure: Interstate 90, Year Built: 1963, Year Reconstructed: 1993, Status: Open, Structure Length: 7.04m (23.10ft), Average Daily Traffic: 114,944 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 159,542 (year 2027), Design Load: HS 20+Mod, Features Intersected: CR-44 (E 222 ST) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.340, Lanes on structure: 8, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 50.0m (164.0ft), Skew: 33 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 50.0m (164.0ft), Out-to-Out Width: 50.6m (166.0ft) 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: High priority of corrective action, 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: 1808974, Location: .70 MI W OF JCT SR175 (Lat: 41.595208, Lng: -81.513219), Route carried "on" structure: Interstate 90, Year Built: 1963, Year Reconstructed: 1993, Status: Open, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 114,944 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 159,542 (year 2027), Design Load: HS 20+Mod, Features Intersected: CR-116 (BABBITT RD) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.720, Lanes on structure: 8, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 42.7m (140.1ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 42.7m (140.1ft), Out-to-Out Width: 43.3m (142.1ft) 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 1809008, Location: IR90 AND SR175 JCT (Lat: 41.601642, Lng: -81.502450), Route carried "on" structure: Interstate 90, Year Built: 1963, Year Reconstructed: 1993, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 122,170 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 169,572 (year 2027), Design Load: HS 20+Mod, Features Intersected: SR 175 (1446) E 260 ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.850, Lanes on structure: 8, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 42.7m (140.1ft), Skew: 33 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 42.7m (140.1ft), Out-to-Out Width: 43.3m (142.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 1809067, Location: .12 MI E OF SR175 (Lat: 41.602658, Lng: -81.500625), Route carried "on" structure: Interstate 90, Year Built: 1963, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 61,085 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 84,786 (year 2027), Design Load: HS 20+Mod, Features Intersected: N.LAKELAND BLVD CONNECTO Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.040, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 19.4m (63.6ft), Out-to-Out Width: 20.8m (68.2ft) 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 1809091, Location: .12 MI E OF JCT SR 175 (Lat: 41.602658, Lng: -81.500625), Route carried "on" structure: Interstate 90, Year Built: 1963, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 61,085 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 84,786 (year 2027), Design Load: HS 20+Mod, Features Intersected: N.LAKELAND BLVD CONNECTO Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.040, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 19.4m (63.6ft), Out-to-Out Width: 20.8m (68.2ft) 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 desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 1809164, Location: 4 MI W OF SR 640 (Lat: 41.604497, Lng: -81.495328), Route carried "on" structure: Interstate 90, Year Built: 2006, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 47,115 (year 2004), Truck Traffic: 7%, Average Future Daily Traffic: 65,396 (year 2029), Design Load: HS 20+Mod, Features Intersected: SR-2 EB & SR-2 RAMP SE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.590, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.6m (100.4ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.4m (57.1ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 32.4 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior 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, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 180918, Location: 4.5 MI W SR 640 (Lat: 41.605478, Lng: -81.494714), Route carried "on" structure: Ramp State highway 2, Year Built: 1963, Status: Open, Structure Length: 5.40m (17.72ft), Average Daily Traffic: 1,000 (year 2002), Average Future Daily Traffic: 1,388 (year 2027), Design Load: HS 20+Mod, Features Intersected: RMP(WB 2 TO EB 90)OV SR2 Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 46.450, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.5m (31.2ft), Skew: 3 degrees, 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: 9.5m (31.2ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 180921, Location: .59 MI E OF JCT SR175 (Lat: 41.603894, Lng: -81.493106), Route carried "on" structure: Interstate 90, Year Built: 1963, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 47,115 (year 2004), Truck Traffic: 7%, Average Future Daily Traffic: 65,396 (year 2027), Design Load: HS 20+Mod, Features Intersected: LAKELAND BLVD & CSX RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.800, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 21.6m (70.9ft) Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 35.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Built-up Find on map >>
Structure Number: 1809245, Location: .59 MI E OF JCT SR 175 (Lat: 41.603894, Lng: -81.493106), Route carried "on" structure: Interstate 90, Year Built: 1963, Status: Open, Structure Length: 8.66m (28.41ft), Average Daily Traffic: 47,115 (year 2004), Truck Traffic: 7%, Average Future Daily Traffic: 65,396 (year 2027), Design Load: HS 20+Mod, Features Intersected: LAKELAND BLVD & CSX RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.800, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 23.6m (77.4ft), Out-to-Out Width: 24.2m (79.4ft) Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Built-up Find on map >>
Structure Number: 1809334, Location: .79 MI E OF JCT SR175 (Lat: 41.601794, Lng: -81.490544), Route carried "on" structure: Interstate 90, Year Built: 1963, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 47,115 (year 2004), Truck Traffic: 7%, Average Future Daily Traffic: 65,396 (year 2028), Design Load: HS 20+Mod, Features Intersected: NSC RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.120, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.2m (56.4ft) Condition: Deck: Very good, Superstructure: Satisfactory, 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 minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Built-up Find on map >>
Structure Number: 1809369, Location: .79 MI E OF JCT SR 175 (Lat: 41.601794, Lng: -81.490544), Route carried "on" structure: Interstate 90, Year Built: 1963, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 47,115 (year 2004), Truck Traffic: 7%, Average Future Daily Traffic: 65,396 (year 2027), Design Load: HS 20+Mod, Features Intersected: NSC RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.120, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Very good, Superstructure: Satisfactory, 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 minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Built-up Structure Number: 1830325, Location: 590 FT SE OF EUCLID AVE, Route carried "on" structure: County highway 47, Year Built: 1968, Year Reconstructed: 1989, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 22,427 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 31,129 (year 2026), Design Load: HS 20, Features Intersected: EUCLID CRK/HIGHLAND #156
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: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), 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: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, 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: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Structure Number: 1830333, Location: 1592 FT SE OF EUCLID AVE, Route carried "on" structure: County highway 47, Year Built: 1968, Year Reconstructed: 1989, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 22,427 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 31,129 (year 2026), Design Load: HS 20, Features Intersected: EUCLID CRK/HIGHLAND #157
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), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), 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: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, 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: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Structure Number: 1830341, Location: 2052 FT SE OF EUCLID AVE, Route carried "on" structure: County highway 47, Year Built: 1968, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 18,938 (year 1998), Truck Traffic: 4%, Average Future Daily Traffic: 26,286 (year 2026), Design Load: HS 20, Features Intersected: EUCLID CRK/HIGHLAND #158
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), Skew: 2 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 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: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, 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: June 2006, Deck Structure Type: Concrete Cast-file-Place Structure Number: 1830368, Location: 3305 FT SE OF EUCLID AVE, Route carried "on" structure: County highway 47, Year Built: 1968, Status: Open, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 18,938 (year 1998), Truck Traffic: 4%, Average Future Daily Traffic: 26,286 (year 2026), Design Load: HS 20, Features Intersected: E BR ECLD CRK/HGHLND #22
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: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.9m (98.1ft), 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: Serious, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, 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: June 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 1808915, Location: 1.56 MI W OF JCT SR175 (Lat: 41.587558, Lng: -81.526322), Route carried "under" structure: County highway 44, Year Built: 1963, Structure Length: 7.04m (23.10ft), Average Daily Traffic: 14,300 (year 1963), Features Intersected: I-90, Facility Carried by Structure: IR90 OVER E-222ND Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.024, Lanes on structure: 8, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft) Find on map >>
Structure Number: 1808974, Location: .70 MI W OF JCT SR175 (Lat: 41.595208, Lng: -81.513219), Route carried "under" structure: County highway 116, Year Built: 1963, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 8,140 (year 1971), Features Intersected: I-90, Facility Carried by Structure: IR90 Minimum Vertical Clearance: 0.47m (1.54ft), Kilometerpoint: 0.127, Lanes on structure: 8, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft) Find on map >>
Structure Number: 1809008, Location: IR90 AND SR175 JCT (Lat: 41.601642, Lng: -81.502450), Route carried "under" structure: State highway 175, Year Built: 1963, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 8,310 (year 2004), Truck Traffic: 1%, Features Intersected: I-90, Facility Carried by Structure: IR90 OVER E. 260TH Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 2.328, Lanes on structure: 8, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.9m (62.0ft) Find on map >>
Structure Number: 1809067, Location: .12 MI E OF SR175 (Lat: 41.602658, Lng: -81.500625), Route carried "under" structure: City street LAKLD, Year Built: 1963, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 1,000 (year 2004), Features Intersected: I-90WB & SR-2WB (ONLY), Facility Carried by Structure: IR90-WB Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 13.7m (44.9ft) Find on map >>
Structure Number: 1809091, Location: .12 MI E OF JCT SR 175 (Lat: 41.602658, Lng: -81.500625), Route carried "under" structure: City street LAKLD, Year Built: 1963, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 1,000 (year 2004), Features Intersected: I-90EB & SR-2EB (ONLY), Facility Carried by Structure: IR90-EB Minimum Vertical Clearance: 0.46m (1.51ft), Kilometerpoint: 0.002, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 13.7m (44.9ft) Find on map >>
Structure Number: 1809164, Location: 4 MI W OF SR 640 (Lat: 41.604497, Lng: -81.495328), Route carried "under" structure: Ramp State highway 2, Year Built: 2006, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 94,810 (year 2004), Truck Traffic: 4%, Features Intersected: IR-90WB UP, SR-2 DOWN, Facility Carried by Structure: IR-90 WB Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 4.585, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.6m (100.4ft) Find on map >>
Structure Number: 180918, Location: 4.5 MI W SR 640 (Lat: 41.605478, Lng: -81.494714), Route carried "under" structure: State highway 2, Year Built: 1963, Structure Length: 5.40m (17.72ft), Average Daily Traffic: 1,000 (year 2002), Features Intersected: SR2 WB TOGO IR90 EB Minimum Vertical Clearance: 0.45m (1.48ft), Kilometerpoint: 4.585, 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: 1809903, Location: .5 MI S I-90 (Lat: 41.594006, Lng: -81.502814), Route carried "under" structure: State highway 175, Year Built: 1975, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 15,620 (year 2004), Truck Traffic: 3%, Features Intersected: NSC RR NORTH OF TUNGSTEN, Facility Carried by Structure: NSC RR Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 2.231, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.8m (55.1ft) Find on map >>
Structure Number: 1809938, Location: .2 MI S I-90 (Lat: 41.598483, Lng: -81.502883), Route carried "under" structure: State highway 175, Year Built: 1974, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 15,620 (year 2004), Truck Traffic: 3%, Features Intersected: CSX RR SOUTH OF IR-90, Facility Carried by Structure: CSX RR Minimum Vertical Clearance: 0.46m (1.51ft), Kilometerpoint: 2.281, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.5m (50.9ft) Structure Number: 1840037, Location: NO DATA, Route carried "under" structure: County highway 116, Year Built: 1978, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 17,518 (year 1994), Truck Traffic: 5%, Features Intersected: BABBITT RD/CONRAIL #3R, Facility Carried by Structure: NO DATA
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft) Structure Number: 1840223, Location: NO DATA, Route carried "under" structure: County highway 114, Year Built: 1910, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 6,441 (year 1991), Truck Traffic: 3%, Features Intersected: EAST 200 ST/CONRAIL #22R, Facility Carried by Structure: NO DATA
Minimum Vertical Clearance: 3.86m (12.66ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 9.8m (32.2ft) Structure Number: 1840231, Location: NO DATA, Route carried "under" structure: County highway 44, Year Built: 1910, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 14,265 (year 1994), Truck Traffic: 5%, Features Intersected: EAST 222 ST/N&W RR #23R, Facility Carried by Structure: NO DATA
Minimum Vertical Clearance: 0.47m (1.54ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Frame, Length of Maximum Span: 30.2m (99.1ft) Structure Number: 1840258, Location: NO DATA, Route carried "under" structure: County highway 44, Year Built: 1927, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 16,783 (year 1994), Truck Traffic: 5%, Features Intersected: EAST 222 ST/CONRAIL #25R, Facility Carried by Structure: NO DATA
Minimum Vertical Clearance: 4.17m (13.68ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 14.0m (45.9ft) Structure Number: 1840673, Location: NO DATA, Route carried "under" structure: County highway 116, Year Built: 1981, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 14,395 (year 1994), Truck Traffic: 3%, Features Intersected: BABBITT RD/N&W RR #67R, Facility Carried by Structure: NO DATA
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 21.3m (69.9ft) Discuss this city on our hugely popular Ohio forum Back to: Euclid, OH, Ohio, All US cities.
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