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Bridge Statistics for Westlake, Ohio (OH) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Westlake, OH, Ohio, Ohio forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 25 Total length: 135 meters (443ft) Total costs: $2,460,000 Total average daily traffic: 991,751 Total average daily truck traffic: 73,740 National Bridge Inventory (NBI) Registered Bridges for Westlake
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 1807633, Location: 0.82 MI E. OF JCT. SR252 (Lat: 41.473333, Lng: -81.900000), Route carried "on" structure: Interstate 90, Year Built: 1975, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 82,140 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 76,330 (year 2027), Design Load: HS 20+Mod, Features Intersected: TUTTLE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.870, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 37.8m (124.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 110.9m (363.8ft), Out-to-Out Width: 110.9m (363.8ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 1807641, Location: 1.37 MI. W. OF JCT. 254 (Lat: 41.475814, Lng: -81.882497), Route carried "on" structure: County highway 52, Year Built: 1977, Status: Open, Structure Length: 8.14m (26.71ft), Average Daily Traffic: 22,445 (year 2002), Truck Traffic: 3%, Average Future Daily Traffic: 129,262 (year 2027), Design Load: HS 20+Mod, Features Intersected: I-90 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.030, Lanes on structure: 4, Lanes under structure: 7, 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: 4, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 19.5m (64.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, 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: Monolithic Concrete Find on map >>
Structure Number: 1807676, Location: .5 MI W.COLUMBIA RD INTER (Lat: 41.470617, Lng: -81.911472), Route carried "on" structure: County highway 84, Year Built: 1977, Year Reconstructed: 2002, Status: Open, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 14,266 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 103,725 (year 2027), Design Load: H 20, Features Intersected: I-90 UNDER CR-84(CANTBRY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.030, 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: 20.7m (67.9ft), 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: 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.62m (25.00ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2007, Bridge Improvement Cost: $504,000, Roadway Improvement Cost: $56,000, Total Project Cost: $560,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 1807692, Location: .5 MI. W. BASSET RD INTER (Lat: 41.468664, Lng: -81.960653), Route carried "on" structure: Interstate 90, Year Built: 1971, Year Reconstructed: 2002, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 31,550 (year 2004), Truck Traffic: 11%, Average Future Daily Traffic: 43,791 (year 2027), Design Load: HS 20+Mod, Features Intersected: CR-60 (BRADLEY RD) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.720, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), 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: 11.9m (39.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, 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: Integral Concrete Find on map >>
Structure Number: 1807706, Location: .5 MI W. BASSET RD INTER (Lat: 41.468664, Lng: -81.960653), Route carried "on" structure: Interstate 90, Year Built: 1971, Year Reconstructed: 2002, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 31,550 (year 2004), Truck Traffic: 11%, Average Future Daily Traffic: 43,791 (year 2027), Design Load: HS 20+Mod, Features Intersected: CR-60 (BRADLEY RD) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.720, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), 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: 11.9m (39.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, 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: Integral Concrete Find on map >>
Structure Number: 1807722, Location: .265 MI. N. OF JCT.SR254 (Lat: 41.468333, Lng: -81.951667), Route carried "on" structure: County highway 118, Year Built: 1972, Status: Open, Structure Length: 9.02m (29.59ft), Average Daily Traffic: 36,282 (year 2002), Truck Traffic: 4%, Average Future Daily Traffic: 103,725 (year 2027), Design Load: H 20, Features Intersected: I-90, Facility Carried by Structure: CR 450 CROCKER RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.510, Lanes on structure: 2, Lanes under structure: 5, 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: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 19.1m (62.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 27.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.02m (29.59ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2007, Bridge Improvement Cost: $1,170,000, Roadway Improvement Cost: $130,000, Total Project Cost: $1,300,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 1807978, Location: 1.06 MI E.BASSET RD INTER (Lat: 41.466667, Lng: -81.931667), Route carried "on" structure: County highway 162, Year Built: 1972, Year Reconstructed: 2002, Status: Open, Structure Length: 8.14m (26.71ft), Average Daily Traffic: 11,925 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 103,725 (year 2027), Design Load: HS 20+Mod, Features Intersected: I-90 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.5m (77.1ft), 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: 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.23m (27.00ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2007, Bridge Improvement Cost: $540,000, Roadway Improvement Cost: $60,000, Total Project Cost: $600,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 1808001, Location: .04 MI W. CLAGUE RD INTER (Lat: 41.475842, Lng: -81.881728), Route carried "on" structure: Interstate 90, Year Built: 1973, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 93,128 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 129,262 (year 2027), Design Load: HS 20+Mod, Features Intersected: SPERRY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.440, Lanes on structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.4m (112.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft) Condition: Channel: Good, Culverts: Fair, 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2007 Find on map >>
Structure Number: 1808087, Location: 2.98 MI E.BASSET RD INTER (Lat: 41.468633, Lng: -81.921436), Route carried "on" structure: Interstate 90, Year Built: 1971, Year Reconstructed: 2002, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 37,365 (year 2004), Truck Traffic: 9%, Average Future Daily Traffic: 51,863 (year 2027), Design Load: HS 20+Mod, Features Intersected: CR-58 (DOVER CENTER RD) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.010, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 1 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: 11.9m (39.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum 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: Integral Concrete Find on map >>
Structure Number: 1808095, Location: 2.98 MI E.BASSET RD INTER (Lat: 41.468633, Lng: -81.921436), Route carried "on" structure: Interstate 90, Year Built: 1971, Year Reconstructed: 2002, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 37,365 (year 2004), Truck Traffic: 9%, Average Future Daily Traffic: 51,863 (year 2027), Design Load: HS 20+Mod, Features Intersected: CR-58 (DOVER CENTER RD) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.010, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 1 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: 11.9m (39.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum 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: Integral Concrete Find on map >>
Structure Number: 1810421, Location: I-90 SR252 JCT (Lat: 41.472142, Lng: -81.901592), Route carried "on" structure: State highway 252, Year Built: 1977, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 12,760 (year 2004), Truck Traffic: 4%, Average Future Daily Traffic: 17,711 (year 2027), Design Load: H 20, Features Intersected: I-90 (CUY-90-0356) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.150, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 11 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 or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 24.1m (79.1ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: 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: Low Slump Concrete, Membrane: Built-up, Deck Protection: Cathodic Protection Find on map >>
Structure Number: 1810499, Location: .86 MI E SR252 (Lat: 41.471472, Lng: -81.885939), Route carried "on" structure: State highway 254, Year Built: 1978, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 11,610 (year 2004), Truck Traffic: 4%, Average Future Daily Traffic: 16,115 (year 2027), Design Load: HS 20+Mod, Features Intersected: SPERRY CRK .86 MI. E 252 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.230, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Fair, 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2007, Deck Structure Type: Other Structure Number: 1831704, Location: .2 MI N OF DETROIT RD, Route carried "on" structure: County highway 52, Year Built: 1975, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 22,453 (year 1999), Truck Traffic: 2%, Average Future Daily Traffic: 31,165 (year 2029), Design Load: HS 20, Features Intersected: SPERRY CRK/CLAGUE RD #18
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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2007 Structure Number: 1832387, Location: SO OF HILLIARD RD, Route carried "on" structure: County highway 58, Year Built: 1996, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 21,657 (year 1999), Truck Traffic: 1%, Average Future Daily Traffic: 30,060 (year 2029), Design Load: HS 20+Mod, Features Intersected: CAHOON CRK/DOVER CNTR #5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 1832808, Location: 600 FT.W.OF DOVER CTR RD (Lat: 41.460000, Lng: -81.925000), Route carried "on" structure: County highway 69, Year Built: 1990, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 12,349 (year 1999), Truck Traffic: 1%, Average Future Daily Traffic: 17,140 (year 2029), Design Load: HS 20, Features Intersected: CAHOON CRK/HILLARD RD #8 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 24.1m (79.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 33.3 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 1807609, Location: 1.01 MI W OF JCT SR254 (Lat: 41.476089, Lng: -81.875383), Route carried "under" structure: Interstate 90, Year Built: 1977, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 93,128 (year 2004), Truck Traffic: 8%, Features Intersected: NSC RR SPUR TRACK, Facility Carried by Structure: NSC SPUR TRACK Minimum Vertical Clearance: 0.45m (1.48ft), Kilometerpoint: 0.797, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 25.0m (82.0ft) Find on map >>
Structure Number: 1807641, Location: 1.37 MI. W. OF JCT. 254 (Lat: 41.475814, Lng: -81.882497), Route carried "under" structure: Interstate 90, Year Built: 1977, Structure Length: 8.14m (26.71ft), Average Daily Traffic: 93,128 (year 2004), Truck Traffic: 8%, Features Intersected: CR-52 (CLAGUE RD), Facility Carried by Structure: CR 52 CLAGUE RD Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 0.737, Lanes on structure: 4, Lanes under structure: 7, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.3m (83.0ft) Find on map >>
Structure Number: 1807676, Location: .5 MI W.COLUMBIA RD INTER (Lat: 41.470617, Lng: -81.911472), Route carried "under" structure: Interstate 90, Year Built: 1977, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 74,730 (year 2004), Truck Traffic: 9%, Features Intersected: CR-84 (CANTERBURY RD), Facility Carried by Structure: CR 84 CANTERBURY R Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 0.488, 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: 1807692, Location: .5 MI. W. BASSET RD INTER (Lat: 41.468664, Lng: -81.960653), Route carried "under" structure: County highway 60, Year Built: 1971, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 3,200 (year 1969), Features Intersected: I-90 WB, Facility Carried by Structure: I-90-WB Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 1.452, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.2m (63.0ft) Find on map >>
Structure Number: 1807706, Location: .5 MI W. BASSET RD INTER (Lat: 41.468664, Lng: -81.960653), Route carried "under" structure: County highway 60, Year Built: 1971, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 3,200 (year 1969), Features Intersected: I-90-EB, Facility Carried by Structure: I-90-EB Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 1.451, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.2m (63.0ft) Find on map >>
Structure Number: 1807722, Location: .265 MI. N. OF JCT.SR254 (Lat: 41.468333, Lng: -81.951667), Route carried "under" structure: Interstate 90, Year Built: 1972, Structure Length: 9.02m (29.59ft), Average Daily Traffic: 74,730 (year 2004), Truck Traffic: 9%, Features Intersected: CR-450 (CROCKER RD), Facility Carried by Structure: CR 450 CROCKER RD Minimum Vertical Clearance: 0.48m (1.57ft), Kilometerpoint: 0.153, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft) Find on map >>
Structure Number: 1807978, Location: 1.06 MI E.BASSET RD INTER (Lat: 41.466667, Lng: -81.931667), Route carried "under" structure: Interstate 90, Year Built: 1972, Structure Length: 8.14m (26.71ft), Average Daily Traffic: 74,730 (year 2004), Truck Traffic: 9%, Features Intersected: CR-162 (CAHOON RD), Facility Carried by Structure: CR 162 CAHOON RD Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.324, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.5m (77.1ft) Find on map >>
Structure Number: 1808087, Location: 2.98 MI E.BASSET RD INTER (Lat: 41.468633, Lng: -81.921436), Route carried "under" structure: County highway 58, Year Built: 1971, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 6,960 (year 1964), Features Intersected: I-90-WB, Facility Carried by Structure: I-90 WB Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 1.452, 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: 1808095, Location: 2.98 MI E.BASSET RD INTER (Lat: 41.468633, Lng: -81.921436), Route carried "under" structure: County highway 58, Year Built: 1971, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 6,960 (year 1964), Features Intersected: I-90-EB, Facility Carried by Structure: I-90 EB Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 1.451, 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: 1810421, Location: I-90 SR252 JCT (Lat: 41.472142, Lng: -81.901592), Route carried "under" structure: Interstate 90, Year Built: 1977, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 82,140 (year 2004), Truck Traffic: 8%, Features Intersected: SR 252 (0879) COLUMBIA R, Facility Carried by Structure: SR 252 Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.573, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft) Discuss this city on our hugely popular Ohio forum Back to: Westlake, OH, Ohio, All US cities.
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