Bridge Statistics for Lakewood, Ohio (OH) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 1808567,  Location: .07 MI W OF JCT SR237 (Lat: 41.471906,  Lng: -81.825992),  Route carried "on" structure: Interstate 90,  Year Built: 1971,  Status: Open,  Structure Length: 25.57m (83.89ft),  Average Daily Traffic: 107,270 (year 2004),  Truck Traffic: 7%,  Average Future Daily Traffic: 148,891 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: ROCKY RIVER VALLEY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.200,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 59.4m (194.9ft),  Curb-To-Curb Width: 42.7m (140.1ft),  Out-to-Out Width: 43.9m (144.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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,  Waterway Adequacy: Equal to present desirable 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

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Structure Number: 1808575,  Location: SR237 AND IR90 JCT (Lat: 41.471544,  Lng: -81.822672),  Route carried "on" structure: State highway 237,  Year Built: 1971,  Status: Open,  Structure Length: 7.65m (25.10ft),  Average Daily Traffic: 6,030 (year 2004),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,370 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: I-90 (CUY-90-0775)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.900,  Lanes on structure: 4,  Lanes under structure: 8,  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: 0.6m (2.0ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Fair,  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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1808591,  Location: .10 MI E OF JCT SR237 (Lat: 41.471742,  Lng: -81.820817),  Route carried "on" structure: County highway 69,  Year Built: 1971,  Status: Open,  Structure Length: 6.68m (21.92ft),  Average Daily Traffic: 21,736 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 149,579 (year 2027),  Design Load: H 20,  Features Intersected: I-90,  Facility Carried by Structure: HILLIARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.030,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.6m (107.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  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: 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: September 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1808621,  Location: .35 MI E OF JCT SR237 (Lat: 41.470744,  Lng: -81.816219),  Route carried "on" structure: City street MCKIN,  Year Built: 1971,  Status: Open,  Structure Length: 7.96m (26.12ft),  Average Daily Traffic: 20,312 (year 2002),  Truck Traffic: 1%,  Average Future Daily Traffic: 149,579 (year 2027),  Design Load: H 20,  Features Intersected: I 90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  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: 15.9m (52.2ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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: 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: September 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1808656,  Location: .59 MI E OF JCT SR237 (Lat: 41.469781,  Lng: -81.811772),  Route carried "on" structure: City street WDWRD,  Year Built: 1971,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 4,291 (year 2002),  Truck Traffic: 1%,  Average Future Daily Traffic: 150,959 (year 2027),  Design Load: H 20,  Features Intersected: I-90,  Facility Carried by Structure: WOODWARD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.0m (95.1ft),  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: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Membrane: Built-up

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Structure Number: 1802828,  Location: 0.2 MI N OF DETROIT US-6A (Lat: 41.488217,  Lng: -81.822656),  Route carried "under" structure: US 20,  Year Built: 1933,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 6,630 (year 2004),  Truck Traffic: 3%,  Features Intersected: NSC RR N. OF CANNON AVE.,  Facility Carried by Structure: NSC RR
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.162,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 1807935,  Location: .008 MI. W OF JCT SR 237 (Lat: 41.471886,  Lng: -81.823111),  Route carried "under" structure: Interstate 90,  Year Built: 1971,  Structure Length: 7.71m (25.30ft),  Average Daily Traffic: 107,766 (year 2004),  Truck Traffic: 7%,  Features Intersected: SANITARY SEWER,  Facility Carried by Structure: SANITARY SEWER
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 1.245,  Lanes under structure: 8,  Material/Design: Steel,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 1808575,  Location: SR237 AND IR90 JCT (Lat: 41.471544,  Lng: -81.822672),  Route carried "under" structure: Interstate 90,  Year Built: 1971,  Structure Length: 7.65m (25.10ft),  Average Daily Traffic: 107,766 (year 2004),  Truck Traffic: 7%,  Features Intersected: RIVERSIDE DR, SR 237-123,  Facility Carried by Structure: RIVERSIDE DR-SR237
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 1.248,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 1808591,  Location: .10 MI E OF JCT SR237 (Lat: 41.471742,  Lng: -81.820817),  Route carried "under" structure: Interstate 90,  Year Built: 1971,  Structure Length: 6.68m (21.92ft),  Average Daily Traffic: 107,766 (year 2004),  Truck Traffic: 7%,  Features Intersected: CR-69 (HILLIARD RD),  Facility Carried by Structure: HILLIARD ROAD
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 1.264,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 1808621,  Location: .35 MI E OF JCT SR237 (Lat: 41.470744,  Lng: -81.816219),  Route carried "under" structure: Interstate 90,  Year Built: 1971,  Structure Length: 7.96m (26.12ft),  Average Daily Traffic: 107,766 (year 2004),  Truck Traffic: 7%,  Features Intersected: MC KINLEY RD,  Facility Carried by Structure: MCKINLEY AVENUE
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 1.304,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 1808656,  Location: .59 MI E OF JCT SR237 (Lat: 41.469781,  Lng: -81.811772),  Route carried "under" structure: Interstate 90,  Year Built: 1971,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 108,760 (year 2004),  Truck Traffic: 7%,  Features Intersected: WOODWARD RD,  Facility Carried by Structure: WOODWARD AVENUE
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 1.343,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)