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Bridge Statistics for Solon, Ohio (OH) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Solon, OH, Ohio, Ohio forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 34 Total length: 173 meters (568ft) Total costs: $368,000 Total average daily traffic: 598,776 Total average daily truck traffic: 50,385 National Bridge Inventory (NBI) Registered Bridges for Solon
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 1803379, Location: 1.38 MI. S. OF JCT SR 175 (Lat: 41.396903, Lng: -81.464719), Route carried "on" structure: State highway 43, Year Built: 1992, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 12,397 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 17,207 (year 2027), Design Load: HS 20+Mod, Features Intersected: BALDWIN CRK 1.4 MI S 175 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.730, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 19.5m (64.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 1803395, Location: APPROX .4 MI E RICHMOND (Lat: 41.404289, Lng: -81.486947), Route carried "on" structure: State highway 43, Year Built: 1936, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 9,540 (year 2004), Truck Traffic: 7%, Average Future Daily Traffic: 13,242 (year 2027), Design Load: H 20, Features Intersected: BR TINKERS CRK .11MIE175 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.770, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 33.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2007, Bridge Improvement Cost: $155,000, Roadway Improvement Cost: $16,000, Total Project Cost: $213,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1814869, Location: 1.6 MI E I-271 (Lat: 41.422486, Lng: -81.480883), Route carried "on" structure: County highway 28, Year Built: 1975, Status: Open, Structure Length: 7.28m (23.88ft), Average Daily Traffic: 13,471 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 83,986 (year 2027), Design Load: H 20, Features Intersected: US-422, Facility Carried by Structure: BRAINARD RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.960, Lanes on structure: 2, Lanes under structure: 4, 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: 4, 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: 8.5m (27.9ft), Out-to-Out Width: 11.6m (38.1ft) 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 1814877, Location: APPROX 2.6 MI E I-271 (Lat: 41.412433, Lng: -81.472272), Route carried "on" structure: City street MTPKY, Year Built: 1975, Status: Open, Structure Length: 9.27m (30.41ft), Average Daily Traffic: 1,000 (year 2000), Truck Traffic: 10%, Average Future Daily Traffic: 83,986 (year 2027), Design Load: H 15, Features Intersected: US-422F, Facility Carried by Structure: BEDFORD SO CHAG PK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 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: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1814885, Location: 3 MI E I-271 (Lat: 41.409661, Lng: -81.470347), Route carried "on" structure: US 422, Year Built: 1975, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 30,254 (year 2004), Truck Traffic: 9%, Average Future Daily Traffic: 41,993 (year 2027), Design Load: HS 20+Mod, Features Intersected: CR-99 (CANNON RD) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.710, Lanes on structure: 2, Lanes under 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: 22.9m (75.1ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 21.2m (69.6ft) 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: 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 Find on map >>
Structure Number: 1814893, Location: 3 MI E I-27 (Lat: 41.409661, Lng: -81.470347), Route carried "on" structure: US 422, Year Built: 1975, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 30,254 (year 2004), Truck Traffic: 9%, Average Future Daily Traffic: 41,993 (year 2027), Design Load: HS 20+Mod, Features Intersected: CR-99 (CANNON RD) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.710, Lanes on structure: 2, Lanes under 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: 22.9m (75.1ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 16.5m (54.1ft) 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: 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 Find on map >>
Structure Number: 1814907, Location: 3.1 MI E I-27 (Lat: 41.406128, Lng: -81.466886), Route carried "on" structure: US 422, Year Built: 1975, Status: Open, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 30,254 (year 2004), Truck Traffic: 9%, Average Future Daily Traffic: 41,993 (year 2027), Design Load: HS 20, Features Intersected: CR-18 (HARPER RD) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.190, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.6m (70.9ft), Skew: 4 degrees, 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: 21.2m (69.6ft), Out-to-Out Width: 22.1m (72.5ft) Condition: Deck: Fair, 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: March 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 1814915, Location: 3.1 MI E I-271 (Lat: 41.406128, Lng: -81.466886), Route carried "on" structure: US 422, Year Built: 1975, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 30,254 (year 2004), Truck Traffic: 9%, Average Future Daily Traffic: 41,993 (year 2027), Design Load: HS 20, Features Intersected: CR-18 (HARPER RD) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.190, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 16.5m (54.1ft) 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: March 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 1814923, Location: 5.5 MI E I-271 (Lat: 41.394850, Lng: -81.437825), Route carried "on" structure: US 422, Year Built: 1975, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 17,935 (year 2004), Truck Traffic: 12%, Average Future Daily Traffic: 24,894 (year 2027), Design Load: HS 20+Mod, Features Intersected: SR 91 SOM CENTER RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.040, Lanes on structure: 3, Lanes under structure: 5, 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: 4, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 16.7m (54.8ft), Out-to-Out Width: 18.0m (59.1ft) Condition: Deck: Satisfactory, 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: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 1814931, Location: 5 MI E I-271 (Lat: 41.394850, Lng: -81.437825), Route carried "on" structure: US 422, Year Built: 1975, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 17,935 (year 2004), Truck Traffic: 12%, Average Future Daily Traffic: 24,894 (year 2027), Design Load: HS 20+Mod, Features Intersected: SR 91 SOM CENTER RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.040, Lanes on structure: 2, Lanes under structure: 5, 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: 4, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Good, 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: 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: March 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 1814958, Location: .23 MI E SR91 (Lat: 41.394978, Lng: -81.433494), Route carried "on" structure: US 422, Year Built: 1975, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 17,935 (year 2004), Truck Traffic: 12%, Average Future Daily Traffic: 24,894 (year 2028), Design Load: HS 20+Mod, Features Intersected: CR-51 (SOLON RD) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.410, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 16.0m (52.5ft) Condition: Deck: Good, 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: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 1814966, Location: .23 MI E SR91 (Lat: 41.394978, Lng: -81.433494), Route carried "on" structure: US 422, Year Built: 1975, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 17,935 (year 2004), Truck Traffic: 12%, Average Future Daily Traffic: 24,894 (year 2028), Design Load: HS 20+Mod, Features Intersected: CR-51 (SOLON RD) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.410, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 18.2m (59.7ft) Condition: Deck: Good, 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: 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: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 1815148, Location: APPROX 600FT W LIBERTY RD (Lat: 41.391333, Lng: -81.422072), Route carried "on" structure: US 422, Year Built: 1989, Status: Open, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 17,935 (year 2004), Truck Traffic: 12%, Average Future Daily Traffic: 24,894 (year 2028), Design Load: HS 20+Mod, Features Intersected: ABANDONED NSC RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.490, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 5 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: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 1815156, Location: APPROX 600FT W LIBERTY RD (Lat: 41.391333, Lng: -81.422072), Route carried "on" structure: US 422, Year Built: 1989, Status: Open, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 17,935 (year 2004), Truck Traffic: 12%, Average Future Daily Traffic: 24,894 (year 2028), Design Load: HS 20+Mod, Features Intersected: ABANDONED NSC RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.490, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 5 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: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 1815172, Location: APPROX 4100FT E SOLON RD (Lat: 41.390283, Lng: -81.419150), Route carried "on" structure: US 422, Year Built: 1989, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 17,935 (year 2004), Truck Traffic: 12%, Average Future Daily Traffic: 24,894 (year 2028), Design Load: HS 20+Mod, Features Intersected: LIBERTY ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.770, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 181518, Location: APPROX 4100FT E SOLON RD (Lat: 41.390283, Lng: -81.419150), Route carried "on" structure: US 422, Year Built: 1989, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 17,935 (year 2004), Truck Traffic: 12%, Average Future Daily Traffic: 24,894 (year 2028), Design Load: HS 20+Mod, Features Intersected: LIBERTY ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.770, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Structure Number: 1830562, Location: AT RICHMOND ROAD, Route carried "on" structure: County highway 99, Year Built: 1912, Year Reconstructed: 1938, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 20,894 (year 2000), Truck Traffic: 13%, Average Future Daily Traffic: 9,173 (year 2023), Design Load: HS 20, Features Intersected: BR TINKER CRK/CANNON #14
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: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 27.0 metric tons, Inventory Rating: 19.8 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2006, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1830848, Location: 1795' E OF RICHMOND RD (Lat: 41.386667, Lng: -81.481667), Route carried "on" structure: County highway 51, Year Built: 1937, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 9,429 (year 1999), Truck Traffic: 7%, Average Future Daily Traffic: 8,550 (year 2023), Design Load: H 20, Features Intersected: BR TNKRS CRK/SOLON #135 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), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 27.0 metric tons, Inventory Rating: 19.8 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2006, Bridge Improvement Cost: $109,000, Roadway Improvement Cost: $11,000, Total Project Cost: $155,000 ( Estimate for 2000) Find on map >>
Structure Number: 1831283, Location: 3268' E. OF COCHRAN ROAD (Lat: 41.383889, Lng: -81.466667), Route carried "on" structure: County highway 51, Year Built: 2002, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 19,716 (year 2000), Truck Traffic: 11%, Average Future Daily Traffic: 27,366 (year 2029), Design Load: HS 20, Features Intersected: BEAVER MDOW/SOLON RD #24, Facility Carried by Structure: SOLON ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Deck: Excellent, Superstructure: Very good, Substructure: Excellent, Channel: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2007 Structure Number: 1834169, Location: 900' SO OF SOLON RD, Route carried "on" structure: County highway 108, Year Built: 1948, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 7,256 (year 1999), Truck Traffic: 3%, Average Future Daily Traffic: 10,071 (year 2029), Design Load: HS 20, Features Intersected: TINKERS CRK/RICHMOND #13
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), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, 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 desirable criteria, Approach Roadway Alignment: Superior 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: Bituminous Find on map >>
Structure Number: 1809423, Location: .5 MI S USR422 (Lat: 41.389303, Lng: -81.437783), Route carried "under" structure: State highway 91, Year Built: 1974, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 31,990 (year 2004), Truck Traffic: 3%, Features Intersected: NSC RR SOUTH OF BAINBRID, Facility Carried by Structure: NSC RR Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.422, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 14.3m (46.9ft) Find on map >>
Structure Number: 1809784, Location: .56 MI N SR43 (Lat: 41.409133, Lng: -81.484936), Route carried "under" structure: State highway 175, Year Built: 1933, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 8,459 (year 2004), Truck Traffic: 10%, Features Intersected: NSC RR, S OF CANNON RD, Facility Carried by Structure: NSC RR Minimum Vertical Clearance: 3.96m (12.99ft), Kilometerpoint: 0.009, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Arch - Deck, Length of Maximum Span: 6.1m (20.0ft) Find on map >>
Structure Number: 1814869, Location: 1.6 MI E I-271 (Lat: 41.422486, Lng: -81.480883), Route carried "under" structure: US 422, Year Built: 1975, Structure Length: 7.28m (23.88ft), Average Daily Traffic: 60,509 (year 2004), Truck Traffic: 9%, Features Intersected: CR-28 (BRAINARD RD), Facility Carried by Structure: BRAINARD RD Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 2.399, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.0m (68.9ft) Find on map >>
Structure Number: 1814877, Location: APPROX 2.6 MI E I-271 (Lat: 41.412433, Lng: -81.472272), Route carried "under" structure: US 422, Year Built: 1975, Structure Length: 9.27m (30.41ft), Average Daily Traffic: 60,509 (year 2004), Truck Traffic: 9%, Features Intersected: METRO PARKWAY, Facility Carried by Structure: BEDFORD SO CHAG PK Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 2.536, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft) Find on map >>
Structure Number: 1814885, Location: 3 MI E I-271 (Lat: 41.409661, Lng: -81.470347), Route carried "under" structure: County highway 99, Year Built: 1975, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 1,000 (year 1975), Features Intersected: US-422F, Facility Carried by Structure: USR422 Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 6.797, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft) Find on map >>
Structure Number: 1814893, Location: 3 MI E I-27 (Lat: 41.409661, Lng: -81.470347), Route carried "under" structure: County highway 99, Year Built: 1975, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 100 (year 1975), Features Intersected: US-422F, Facility Carried by Structure: USR422 Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 6.796, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft) Find on map >>
Structure Number: 1814907, Location: 3.1 MI E I-27 (Lat: 41.406128, Lng: -81.466886), Route carried "under" structure: County highway 18, Year Built: 1975, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 1,000 (year 1975), Features Intersected: US 422F WB, Facility Carried by Structure: USR422 Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 6.797, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft) Find on map >>
Structure Number: 1814915, Location: 3.1 MI E I-271 (Lat: 41.406128, Lng: -81.466886), Route carried "under" structure: County highway 18, Year Built: 1975, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 1,000 (year 1975), Features Intersected: US 422F EB, Facility Carried by Structure: USR422 Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 6.796, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft) Find on map >>
Structure Number: 1814923, Location: 5.5 MI E I-271 (Lat: 41.394850, Lng: -81.437825), Route carried "under" structure: State highway 91, Year Built: 1975, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 31,990 (year 2004), Truck Traffic: 3%, Features Intersected: US 422F WB, Facility Carried by Structure: USR422 Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.046, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.5m (50.9ft) Find on map >>
Structure Number: 1814931, Location: 5 MI E I-271 (Lat: 41.394850, Lng: -81.437825), Route carried "under" structure: State highway 91, Year Built: 1975, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 31,990 (year 2004), Truck Traffic: 3%, Features Intersected: US 422F EB, Facility Carried by Structure: USR422 Minimum Vertical Clearance: 5.74m (18.83ft), Kilometerpoint: 0.459, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.5m (50.9ft) Find on map >>
Structure Number: 1814958, Location: .23 MI E SR91 (Lat: 41.394978, Lng: -81.433494), Route carried "under" structure: County highway 51, Year Built: 1975, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 710 (year 1970), Features Intersected: US 422F WB, Facility Carried by Structure: USR422 Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 6.796, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.1m (102.0ft) Find on map >>
Structure Number: 1814966, Location: .23 MI E SR91 (Lat: 41.394978, Lng: -81.433494), Route carried "under" structure: County highway 51, Year Built: 1975, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 710 (year 1970), Features Intersected: US 422F EB, Facility Carried by Structure: USR422 Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 6.797, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.1m (102.0ft) Find on map >>
Structure Number: 1815172, Location: APPROX 4100FT E SOLON RD (Lat: 41.390283, Lng: -81.419150), Route carried "under" structure: County highway 148, Year Built: 1989, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 2,150 (year 1977), Features Intersected: USR 422 ALT WB (1907 L), Facility Carried by Structure: USR422 Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 0.472, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.6m (47.9ft) Structure Number: 1840061, Location: NO DATA, Route carried "under" structure: County highway 99, Year Built: 1910, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 8,460 (year 1994), Truck Traffic: 3%, Features Intersected: CANNON RD/ERIE RR #6R, Facility Carried by Structure: NO DATA
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Arch - Deck, Length of Maximum Span: 6.1m (20.0ft) Discuss this city on our hugely popular Ohio forum Back to: Solon, OH, Ohio, All US cities.
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