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

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Structure Number: 1802135,  Location: APPROX 2000FT E SR237 (Lat: 41.418633,  Lng: -81.819389),  Route carried "on" structure: State highway 17,  Year Built: 1967,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 14,440 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,043 (year 2027),  Design Load: HS 20,  Features Intersected: BRANCH BIG CREEK (FORD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.160,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft)

Condition: Channel: Good,  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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007

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Structure Number: 1802194,  Location: APPROX 3000FT E I-71 (Lat: 41.418506,  Lng: -81.804128),  Route carried "on" structure: State highway 17,  Year Built: 1967,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 15,919 (year 2004),  Truck Traffic: 8%,  Average Future Daily Traffic: 22,096 (year 2028),  Design Load: HS 20,  Features Intersected: WEST BRANCH OF BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.420,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 22.7m (74.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  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 minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  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: Bituminous

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Structure Number: 1804294,  Location: 2.34 MI. N. OF JCT. US-42 (Lat: 41.388708,  Lng: -81.816722),  Route carried "on" structure: County highway 131,  Year Built: 1966,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 18,272 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 162,105 (year 2028),  Design Load: H 20,  Features Intersected: I-71,  Facility Carried by Structure: SHELDON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.750,  Lanes on structure: 2,  Lanes under structure: 6,  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: 4,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.2m (40.0ft)

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: Somewhat better than minimum adequacy,  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: 1804324,  Location: 2.82 MI. N. OF JCT. US-42 (Lat: 41.388708,  Lng: -81.815661),  Route carried "on" structure: Interstate 71,  Year Built: 1966,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 116,790 (year 2004),  Truck Traffic: 6%,  Average Future Daily Traffic: 162,105 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: HOLLAND RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.440,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 30 degrees,  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: 31.7m (104.0ft),  Out-to-Out Width: 33.5m (109.9ft)

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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  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: 1804359,  Location: 1.43 MI. S. OF JCT. I-480 (Lat: 41.398769,  Lng: -81.816553),  Route carried "on" structure: Interstate 71,  Year Built: 1966,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 116,790 (year 2004),  Truck Traffic: 6%,  Average Future Daily Traffic: 162,105 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: SYLVIA DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.780,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 40.8m (133.9ft),  Out-to-Out Width: 42.1m (138.1ft)

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: Superior to present desirable criteria,  Underclear: Equal to 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: Integral Concrete

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Structure Number: 1804383,  Location: 1.15 MI. S. OF JCT. I-480 (Lat: 41.402689,  Lng: -81.817922),  Route carried "on" structure: Interstate 71,  Year Built: 1966,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 119,890 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 166,407 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: CR 87 (SNOW RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.230,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 40.8m (133.9ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 40.2m (131.9ft),  Out-to-Out Width: 41.7m (136.8ft)

Condition: Deck: Good,  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: High priority of corrective action,  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: Low Slump Concrete

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Structure Number: 1804413,  Location: .86 MI. S. OF JCT. I-480 (Lat: 41.406819,  Lng: -81.818214),  Route carried "on" structure: Interstate 71,  Year Built: 1966,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 119,890 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 166,407 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.700,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 38.1m (125.0ft),  Skew: 14 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 37.5m (123.0ft),  Out-to-Out Width: 38.7m (127.0ft)

Condition: Deck: Good,  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: Superior to present desirable criteria,  Underclear: 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,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1804448,  Location: .76 MI. S. OF JCT. I-480 (Lat: 41.408286,  Lng: -81.818119),  Route carried "on" structure: Interstate 71,  Year Built: 1966,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 119,890 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 166,407 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: HUMMEL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.860,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  Skew: 10 degrees,  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: 39.6m (129.9ft),  Out-to-Out Width: 40.8m (133.9ft)

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: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  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: 1810286,  Location: APPROX 1MI E KOLTHOFF DR (Lat: 41.405717,  Lng: -81.835903),  Route carried "on" structure: State highway 237,  Year Built: 1987,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 31,270 (year 2004),  Truck Traffic: 8%,  Average Future Daily Traffic: 43,403 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: SNOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.190,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.3m (83.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 25.2m (82.7ft),  Out-to-Out Width: 26.3m (86.3ft)

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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  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: Bituminous

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Structure Number: 1810316,  Location: 0.98 MI S SR 17 (Lat: 41.410658,  Lng: -81.831928),  Route carried "on" structure: State highway 237,  Year Built: 1965,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 31,270 (year 2004),  Truck Traffic: 8%,  Average Future Daily Traffic: 43,403 (year 2027),  Design Load: HS 20,  Features Intersected: RTA94 BETWEEN AIRPT RAMP,  Facility Carried by Structure: RTA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.830,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.4m (116.1ft),  Skew: 9 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: 35.4m (116.1ft),  Out-to-Out Width: 35.4m (116.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum 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: December 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1810324,  Location: 0.85 MI S SR 17 (Lat: 41.412028,  Lng: -81.830917),  Route carried "on" structure: Ramp State highway 237,  Year Built: 1986,  Status: Open,  Structure Length: 23.07m (75.69ft),  Average Daily Traffic: 39,540 (year 2004),  Truck Traffic: 6%,  Average Future Daily Traffic: 54,882 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: NB EXIT TO AIRPORT-RTA94
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.040,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 40.8m (133.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.2m (30.2ft)

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: High priority of corrective action,  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: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1811967,  Location: 0.25 MI. WEST OF I-71 (Lat: 41.402558,  Lng: -81.822806),  Route carried "on" structure: County highway 87,  Year Built: 1968,  Status: Open,  Structure Length: 26.76m (87.80ft),  Average Daily Traffic: 1,000 (year 2002),  Average Future Daily Traffic: 1,388 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: ENGLE RD AND CONRAIL,  Facility Carried by Structure: SNOW RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.590,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 41.8m (137.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 32.4 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to 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: Monolithic Concrete

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Structure Number: 1830163,  Location: 880 FT. E. OF SMITH ROAD (Lat: 41.403333,  Lng: -81.800000),  Route carried "on" structure: County highway 87,  Year Built: 1961,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 33,184 (year 1999),  Truck Traffic: 2%,  Average Future Daily Traffic: 46,059 (year 2025),  Design Load: H 20,  Features Intersected: W BR BIG CRK/SNOW RD #22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Good,  Culverts: Poor,  Operating Rating: 33.3 metric tons,  Inventory Rating: 24.3 metric tons,  Structural Evaluation: 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: July 2007

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Structure Number: 1831844,  Location: 560 FT NW OF RUPLE RD. (Lat: 41.406667,  Lng: -81.881667),  Route carried "on" structure: County highway 316,  Year Built: 1909,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 2,274 (year 2000),  Average Future Daily Traffic: 1,656 (year 2023),  Design Load: HS 15,  Features Intersected: E BR ROCKY/SPAFFORD #23
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 30.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 21.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2002,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 1833375,  Location: 704' N OF HUMMEL RD (Lat: 41.410000,  Lng: -81.803333),  Route carried "on" structure: County highway 64,  Year Built: 1962,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 23,325 (year 2000),  Truck Traffic: 4%,  Average Future Daily Traffic: 32,375 (year 2029),  Design Load: H 20,  Features Intersected: W BR BIG CRK/SMITH #224
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  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: 15.9m (52.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 33.3 metric tons,  Inventory Rating: 24.3 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior 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

Structure Number: 1834495,  Location: 966' N OF SHELDON RD,  Route carried "on" structure: County highway 186,  Year Built: 1907,  Year Reconstructed: 1932,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 13,275 (year 2000),  Truck Traffic: 14%,  Average Future Daily Traffic: 18,426 (year 2029),  Design Load: H 15,  Features Intersected: LK ABRAMS DT/EASTLAND #2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  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: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $98,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $147,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 18021,  Location: APPROX 1000FT E SR237 (Lat: 41.418333,  Lng: -81.825000),  Route carried "under" structure: State highway 17,  Year Built: 1967,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 14,440 (year 2004),  Truck Traffic: 5%,  Features Intersected: NSC RR,RTA #93 @ SR291,  Facility Carried by Structure: NSC RR & RTA # 93
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 0.077,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 1802224,  Location: APPROX 5000FT E I-71 (Lat: 41.418500,  Lng: -81.801617),  Route carried "under" structure: State highway 17,  Year Built: 1957,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 15,919 (year 2004),  Truck Traffic: 8%,  Features Intersected: CSX RR E OF W150TH ST,  Facility Carried by Structure: CSX RR
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.963,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 1804294,  Location: 2.34 MI. N. OF JCT. US-42 (Lat: 41.388708,  Lng: -81.816722),  Route carried "under" structure: Interstate 71,  Year Built: 1966,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 116,790 (year 2004),  Truck Traffic: 6%,  Features Intersected: CR-131 (SHELDON RD),  Facility Carried by Structure: SHELDON RD
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 1.267,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 1804324,  Location: 2.82 MI. N. OF JCT. US-42 (Lat: 41.388708,  Lng: -81.815661),  Route carried "under" structure: City street HOLND,  Year Built: 1966,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 1,000 (year 2004),  Features Intersected: I-71,  Facility Carried by Structure: I-71
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 1804359,  Location: 1.43 MI. S. OF JCT. I-480 (Lat: 41.398769,  Lng: -81.816553),  Route carried "under" structure: City street SYLVI,  Year Built: 1966,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 1,000 (year 2004),  Features Intersected: I-71,  Facility Carried by Structure: I-71
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.5m (50.9ft)

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Structure Number: 1804383,  Location: 1.15 MI. S. OF JCT. I-480 (Lat: 41.402689,  Lng: -81.817922),  Route carried "under" structure: County highway 87,  Year Built: 1966,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 13,790 (year 1970),  Features Intersected: I-71,  Facility Carried by Structure: I-71
Minimum Vertical Clearance: 0.46m (1.51ft),  Kilometerpoint: 0.085,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 1804448,  Location: .76 MI. S. OF JCT. I-480 (Lat: 41.408286,  Lng: -81.818119),  Route carried "under" structure: City street HUMEL,  Year Built: 1966,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 1,000 (year 2004),  Features Intersected: I-71,  Facility Carried by Structure: I-71
Minimum Vertical Clearance: 6.55m (21.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 1810286,  Location: APPROX 1MI E KOLTHOFF DR (Lat: 41.405717,  Lng: -81.835903),  Route carried "under" structure: City street SNOW,  Year Built: 1987,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 25,000 (year 2004),  Features Intersected: SR 237,  Facility Carried by Structure: SR237
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 1810308,  Location: 1.13 MI S SR 17 (Lat: 41.408844,  Lng: -81.833389),  Route carried "under" structure: State highway 237,  Year Built: 1987,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 31,270 (year 2004),  Truck Traffic: 8%,  Features Intersected: AIRPORT EXIT RAMP,  Facility Carried by Structure: AIRPORT EXIT RAMP
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 1.159,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 1810324,  Location: 0.85 MI S SR 17 (Lat: 41.412028,  Lng: -81.830917),  Route carried "under" structure: State highway 237,  Year Built: 1986,  Structure Length: 23.07m (75.69ft),  Average Daily Traffic: 39,540 (year 2004),  Truck Traffic: 6%,  Features Intersected: SR 237
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 1.204,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.8m (133.9ft)

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Structure Number: 1811967,  Location: 0.25 MI. WEST OF I-71 (Lat: 41.402558,  Lng: -81.822806),  Route carried "under" structure: State highway 291,  Year Built: 1968,  Structure Length: 26.76m (87.80ft),  Average Daily Traffic: 11,510 (year 2004),  Truck Traffic: 7%,  Features Intersected: SNOW RD OVR 291 & NSC RR,  Facility Carried by Structure: SNOW RD
Minimum Vertical Clearance: 0.61m (2.00ft),  Kilometerpoint: 0.481,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.8m (137.1ft)

Structure Number: 1840509,  Location: NO DATA,  Route carried "under" structure: County highway 131,  Year Built: 1926,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 7,036 (year 1991),  Truck Traffic: 7%,  Features Intersected: SHELDON RD/CONRAIL #50R,  Facility Carried by Structure: NO DATA
Minimum Vertical Clearance: 4.22m (13.85ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 15.9m (52.2ft)

Structure Number: 1840517,  Location: NO DATA,  Route carried "under" structure: County highway 64,  Year Built: 1957,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 14,064 (year 1992),  Truck Traffic: 5%,  Features Intersected: SMITH RD/CONRAIL RR #51R,  Facility Carried by Structure: NO DATA
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 18.3m (60.0ft)

Structure Number: 1840711,  Location: NO DATA,  Route carried "under" structure: County highway 87,  Year Built: 1987,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 38,400 (year 1981),  Truck Traffic: 2%,  Features Intersected: SNOW RD/CONRAIL #68R,  Facility Carried by Structure: NO DATA
Minimum Vertical Clearance: 0.47m (1.54ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

Structure Number: 1840738,  Location: AT I-480,  Route carried "under" structure: County highway 66,  Year Built: 1995,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 21,776 (year 1992),  Truck Traffic: 10%,  Features Intersected: W 150 ST/CONRAIL RR #58R,  Facility Carried by Structure: CONRAIL RR
Minimum Vertical Clearance: 6.71m (22.01ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)