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Bridge Statistics for Beachwood, Ohio (OH) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Beachwood, OH, Ohio, Ohio forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 23 Total length: 155 meters (509ft) Total costs: $3,900,000 Total average daily traffic: 879,626 Total average daily truck traffic: 66,255 National Bridge Inventory (NBI) Registered Bridges for Beachwood
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Find on map >>
Structure Number: 1811185, Location: .94 MI. N. OF JCT.SR-175 (Lat: 41.449719, Lng: -81.491675), Route carried "on" structure: Interstate 271, Year Built: 1994, Status: Open, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 75,498 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 104,791 (year 2028), Design Load: HS 20+Mod, Features Intersected: CR 43 (HARVARD RD) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.590, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 1 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: 18.3m (60.0ft), Out-to-Out Width: 19.5m (64.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 36.0 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: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 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: 1811207, Location: 1 MI. S. OF JCT SR87/422 (Lat: 41.450000, Lng: -81.491667), Route carried "on" structure: Interstate 271X, Year Built: 1993, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 26,800 (year 1910), Truck Traffic: 10%, Average Future Daily Traffic: 37,198 (year 2028), Design Load: HS 20+Mod, Features Intersected: HARVARD RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.590, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 16.0m (52.5ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 36.0 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: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 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: 1811258, Location: JCT. US-422 WITH I-271 (Lat: 41.462850, Lng: -81.491561), Route carried "on" structure: US 422, Year Built: 1962, Year Reconstructed: 2003, Status: Open, Structure Length: 14.51m (47.60ft), Average Daily Traffic: 10,160 (year 2004), Truck Traffic: 3%, Average Future Daily Traffic: 14,102 (year 2027), Design Load: HS 20+Mod, Features Intersected: I-271 (CUY-271-0813) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.060, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 12 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 29.6m (97.1ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 20.6m (67.6ft) Condition: Deck: Very 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.51m (47.60ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2007, Bridge Improvement Cost: $1,710,000, Roadway Improvement Cost: $190,000, Total Project Cost: $1,900,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1811282, Location: .72 MI. N. OF JCT. US-422 (Lat: 41.473647, Lng: -81.488544), Route carried "on" structure: Interstate 271, Year Built: 1962, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 67,630 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 93,870 (year 2028), Design Load: HS 20+Mod, Features Intersected: CR 21 (S. WOODLAND RD) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.250, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.2m (56.4ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 181129, Location: .7 MI N OF I-271 & US-422 (Lat: 41.473333, Lng: -81.488333), Route carried "on" structure: Interstate 271X, Year Built: 1995, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 23,130 (year 2000), Truck Traffic: 8%, Average Future Daily Traffic: 32,104 (year 2028), Design Load: HS 20+Mod, Features Intersected: SOUTH WOODLAND ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.250, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 15.9m (52.2ft) Condition: Deck: Very 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: 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: Febuary 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: 1811347, Location: 1.03 MI. N. OF JCT US-422 (Lat: 41.478067, Lng: -81.487656), Route carried "on" structure: Interstate 271, Year Built: 1962, Year Reconstructed: 1995, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 67,630 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 93,870 (year 2028), Design Load: HS 20+Mod, Features Intersected: SHAKER BLVD EB @ MP 30.9 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.750, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 18.7m (61.4ft), Out-to-Out Width: 19.9m (65.3ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: 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: 1811355, Location: 1 MI N OF I-271 & US-422 (Lat: 41.466667, Lng: -81.486667), Route carried "on" structure: Interstate 271X, Year Built: 1995, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 23,130 (year 2000), Truck Traffic: 8%, Average Future Daily Traffic: 32,104 (year 2028), Design Load: HS 20+Mod, Features Intersected: SHAKER BLVD. E.B. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.750, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 15.9m (52.2ft) 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: 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: 1811401, Location: 1.61 MI. N. OF JCT US-422 (Lat: 41.486375, Lng: -81.486633), Route carried "on" structure: County highway 19, Year Built: 1962, Year Reconstructed: 2001, Status: Open, Structure Length: 12.22m (40.09ft), Average Daily Traffic: 12,644 (year 1999), Truck Traffic: 3%, Average Future Daily Traffic: 187,741 (year 2027), Design Load: HS 20+Mod, Features Intersected: I-271, Facility Carried by Structure: FAIRMOUNT BLVD. WB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.660, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.22m (40.09ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2007, Bridge Improvement Cost: $900,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,000,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 1811428, Location: 1.1 MI N OF 1-271 & US422 (Lat: 41.479492, Lng: -81.487375), Route carried "on" structure: Interstate 271, Year Built: 1995, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 67,630 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 93,870 (year 2028), Design Load: HS 20+Mod, Features Intersected: SHAKER BLVD. W.B. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.910, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 21.4m (70.2ft), Out-to-Out Width: 22.6m (74.1ft) Condition: Deck: Very 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: 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: 1811436, Location: 1.59 MI. N. OF JCT US-422 (Lat: 41.486092, Lng: -81.486642), Route carried "on" structure: County highway 19, Year Built: 1962, Year Reconstructed: 2001, Status: Open, Structure Length: 12.22m (40.09ft), Average Daily Traffic: 12,644 (year 1999), Truck Traffic: 3%, Average Future Daily Traffic: 187,741 (year 2027), Design Load: HS 20+Mod, Features Intersected: I-271, Facility Carried by Structure: FAIRMOUNT BLVD. EB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.650, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.22m (40.09ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2007, Bridge Improvement Cost: $900,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,000,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 1811479, Location: 1.1 MI N OF I-271 & US422 (Lat: 41.468114, Lng: -81.486667), Route carried "on" structure: Interstate 271X, Year Built: 1995, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 23,130 (year 2000), Truck Traffic: 8%, Average Future Daily Traffic: 32,104 (year 2028), Design Load: HS 20+Mod, Features Intersected: SHAKER BLVD W.B. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.910, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 16.0m (52.5ft) Condition: Deck: Very 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: 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: 1834622, Location: BETWEEN I-271 & W. RAMPS (Lat: 41.388889, Lng: -81.700000), Route carried "on" structure: County highway 43, Year Built: 1999, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 9,300 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 12,908 (year 2026), Design Load: HS 20+Mod, Features Intersected: BR. OF TINKERS CR/ #236 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: County Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2006 Find on map >>
Structure Number: 1811185, Location: .94 MI. N. OF JCT.SR-175 (Lat: 41.449719, Lng: -81.491675), Route carried "under" structure: County highway 43, Year Built: 1994, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 10,000 (year 1994), Truck Traffic: 10%, Features Intersected: I-271-720L, Facility Carried by Structure: I-271 N.B. Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 1.558, Lanes on structure: 2, 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: 1811207, Location: 1 MI. S. OF JCT SR87/422 (Lat: 41.450000, Lng: -81.491667), Route carried "under" structure: State highway 43, Year Built: 1993, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 10,000 (year 1994), Truck Traffic: 10%, Features Intersected: IR-271X, Facility Carried by Structure: IR-271X Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 3.078, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.9m (98.1ft) Find on map >>
Structure Number: 1811258, Location: JCT. US-422 WITH I-271 (Lat: 41.462850, Lng: -81.491561), Route carried "under" structure: Interstate 271, Year Built: 1962, Structure Length: 14.51m (47.60ft), Average Daily Traffic: 135,260 (year 2004), Truck Traffic: 8%, Features Intersected: US-422 (1122) CHAGRIN BL, Facility Carried by Structure: US-422 Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 1.309, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.6m (97.1ft) Find on map >>
Structure Number: 1811282, Location: .72 MI. N. OF JCT. US-422 (Lat: 41.473647, Lng: -81.488544), Route carried "under" structure: County highway 21, Year Built: 1962, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 5,110 (year 1970), Features Intersected: I-271, Facility Carried by Structure: I-271 S.B. Minimum Vertical Clearance: 0.45m (1.48ft), Kilometerpoint: 1.096, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft) Find on map >>
Structure Number: 181129, Location: .7 MI N OF I-271 & US-422 (Lat: 41.473333, Lng: -81.488333), Route carried "under" structure: County highway 21, Year Built: 1995, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 5,110 (year 1970), Features Intersected: IR-271X, Facility Carried by Structure: 1-271X S.B. Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 1.465, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft) Find on map >>
Structure Number: 1811347, Location: 1.03 MI. N. OF JCT US-422 (Lat: 41.478067, Lng: -81.487656), Route carried "under" structure: County highway 13, Year Built: 1962, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 9,720 (year 1970), Features Intersected: I-271, Facility Carried by Structure: I-271 S.B. Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 4.365, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.7m (58.1ft) Find on map >>
Structure Number: 1811355, Location: 1 MI N OF I-271 & US-422 (Lat: 41.466667, Lng: -81.486667), Route carried "under" structure: County highway 13, Year Built: 1995, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 4,860 (year 1970), Truck Traffic: 1%, Features Intersected: IR-271X, Facility Carried by Structure: 1-271X S.B. Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 0.823, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.7m (58.1ft) Find on map >>
Structure Number: 1811401, Location: 1.61 MI. N. OF JCT US-422 (Lat: 41.486375, Lng: -81.486633), Route carried "under" structure: Interstate 271, Year Built: 1962, Structure Length: 12.22m (40.09ft), Average Daily Traffic: 135,260 (year 2004), Truck Traffic: 8%, Features Intersected: CR-19 (FAIRMOUNT BLVD WB, Facility Carried by Structure: FAIRMOUNT BLVD. WB Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 1.568, Lanes on structure: 2, Lanes under structure: 10, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft) Find on map >>
Structure Number: 1811428, Location: 1.1 MI N OF 1-271 & US422 (Lat: 41.479492, Lng: -81.487375), Route carried "under" structure: County highway 13, Year Built: 1995, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 4,860 (year 1970), Features Intersected: 1-271 S.B., Facility Carried by Structure: 1-271 S.B. Minimum Vertical Clearance: 4.45m (14.60ft), Kilometerpoint: 4.365, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.7m (58.1ft) Find on map >>
Structure Number: 1811436, Location: 1.59 MI. N. OF JCT US-422 (Lat: 41.486092, Lng: -81.486642), Route carried "under" structure: Interstate 271, Year Built: 1962, Structure Length: 12.22m (40.09ft), Average Daily Traffic: 135,260 (year 2004), Truck Traffic: 8%, Features Intersected: CR-19 (FAIRMOUNT BLVD EB, Facility Carried by Structure: FAIRMOUNT BLVD. EB Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 1.565, Lanes on structure: 2, Lanes under structure: 10, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft) Find on map >>
Structure Number: 1811479, Location: 1.1 MI N OF I-271 & US422 (Lat: 41.468114, Lng: -81.486667), Route carried "under" structure: County highway 13, Year Built: 1995, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 4,860 (year 1970), Features Intersected: IR-271X, Facility Carried by Structure: I-271X S.B. Minimum Vertical Clearance: 4.45m (14.60ft), Kilometerpoint: 0.823, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.7m (58.1ft) Discuss this city on our hugely popular Ohio forum Back to: Beachwood, OH, Ohio, All US cities.
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