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

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Structure Number: 1801856,  Location: APPROX 250 FT S I-480 (Lat: 41.423281,  Lng: -81.580836),  Route carried "on" structure: State highway 14,  Year Built: 1987,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 14,380 (year 2004),  Truck Traffic: 6%,  Average Future Daily Traffic: 19,959 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.250,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  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: 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

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Structure Number: 1802739,  Location: .1 MI W BROADWAY (SR-14) (Lat: 41.416983,  Lng: -81.578408),  Route carried "on" structure: State highway 17,  Year Built: 1959,  Status: Open,  Structure Length: 24.69m (81.00ft),  Average Daily Traffic: 15,300 (year 2004),  Truck Traffic: 3%,  Average Future Daily Traffic: 21,236 (year 2027),  Design Load: HS 20,  Features Intersected: NSC RR & MILL CR @ SR 14
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.740,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 23 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 51.8m (169.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 32.4 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: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 24.69m (81.00ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $2,909,000,  Roadway Improvement Cost: $291,000,  Total Project Cost: $3,200,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1813374,  Location: .15 MI. W. OF JCT. SR-14 (Lat: 41.422681,  Lng: -81.584111),  Route carried "on" structure: Interstate 480,  Year Built: 1976,  Status: Open,  Structure Length: 15.48m (50.79ft),  Average Daily Traffic: 154,900 (year 2004),  Truck Traffic: 9%,  Average Future Daily Traffic: 215,001 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: NSC,W&LE RR,& MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.440,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 44.8m (147.0ft),  Skew: 12 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 45.0m (147.6ft),  Out-to-Out Width: 45.2m (148.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  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,  Underclear: 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: Membrane: Built-up

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Structure Number: 1813382,  Location: JCT. SR-14 WITH I-480 (Lat: 41.423731,  Lng: -81.581644),  Route carried "on" structure: Interstate 480,  Year Built: 1976,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 154,900 (year 2004),  Truck Traffic: 9%,  Average Future Daily Traffic: 215,001 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: SR 14 (0822) BROADWAY AV,  Facility Carried by Structure: SR-14 BROADWAY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.680,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.0m (128.0ft),  Skew: 12 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 48.4m (158.8ft),  Out-to-Out Width: 49.9m (163.7ft)

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: December 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Membrane: Built-up

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Structure Number: 1813854,  Location: JCT. SR-8 WITH I-480 (Lat: 41.423019,  Lng: -81.527556),  Route carried "on" structure: Interstate 480,  Year Built: 1971,  Status: Open,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 9,860 (year 2004),  Truck Traffic: 9%,  Average Future Daily Traffic: 13,686 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: SR-8 (0508) NORTHFIELD R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.250,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  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

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Structure Number: 1813862,  Location: JCT. SR-8 WITH I-480 (Lat: 41.423019,  Lng: -81.527556),  Route carried "on" structure: Interstate 480,  Year Built: 1971,  Status: Open,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 9,860 (year 2004),  Truck Traffic: 9%,  Average Future Daily Traffic: 13,686 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: SR-8 (0506) NORTHFIELD R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.250,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  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: Latex Concrete

Structure Number: 1832042,  Location: AT BROADWAY ROAD,  Route carried "on" structure: County highway 53,  Year Built: 1981,  Status: Open,  Structure Length: 21.88m (71.78ft),  Average Daily Traffic: 34,937 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 36,021 (year 2023),  Design Load: HS 20+Mod,  Features Intersected: CONRAIL/ROCKSIDE RD #215
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 45.1m (148.0ft),  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: 24.4m (80.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2006,  Deck Structure Type: Concrete Cast-file-Place

Structure Number: 1833987,  Location: 2485' NO OF LIBBY RD,  Route carried "on" structure: County highway 8,  Year Built: 1971,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 23,359 (year 1998),  Truck Traffic: 4%,  Average Future Daily Traffic: 32,422 (year 2029),  Design Load: HS 20,  Features Intersected: MILL CRK/LEE RD #128
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 4.0m (13.1ft),  Right: 4.0m (13.1ft),  Curb-To-Curb Width: 21.2m (69.6ft),  Out-to-Out Width: 29.7m (97.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior 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: Integral Concrete

Structure Number: 1877003,  Location: NO DATA,  Route carried "on" structure: City street GRNHT,  Year Built: 1939,  Status: Closed,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 100 (year 1951),  Average Future Daily Traffic: 139 (year 2021),  Design Load: HS 20,  Features Intersected: MILL CREEK,  Facility Carried by Structure: NO DATA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Failed,  Superstructure: Failed,  Substructure: Failed,  Channel: Poor,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2003,  Bridge Improvement Cost: $310,000,  Roadway Improvement Cost: $31,000,  Total Project Cost: $400,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1813382,  Location: JCT. SR-14 WITH I-480 (Lat: 41.423731,  Lng: -81.581644),  Route carried "under" structure: State highway 14,  Year Built: 1976,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 14,380 (year 2004),  Truck Traffic: 6%,  Features Intersected: I-480 (CUY-480-2154)
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 1.323,  Lanes on structure: 8,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 1813854,  Location: JCT. SR-8 WITH I-480 (Lat: 41.423019,  Lng: -81.527556),  Route carried "under" structure: State highway 8,  Year Built: 1971,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 24,780 (year 2004),  Truck Traffic: 3%,  Features Intersected: I-480 WB (CUY-480-2438L)
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.818,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.7m (117.1ft)

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Structure Number: 1813862,  Location: JCT. SR-8 WITH I-480 (Lat: 41.423019,  Lng: -81.527556),  Route carried "under" structure: State highway 8,  Year Built: 1971,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 24,780 (year 2004),  Truck Traffic: 3%,  Features Intersected: I-480 EB (CUY-480-2438R)
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.815,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)