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

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Structure Number: 4300572,  Location: 0.78 MI.E.OF JCT.SR.91 (Lat: 41.642633,  Lng: -81.425375),  Route carried "on" structure: State highway 2,  Year Built: 1962,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 37,330 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 56,957 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: SR-640 (0235) VINE ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.440,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Poor,  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: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  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: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4300602,  Location: 0.78 MI.E.OF JCT.SR.91 (Lat: 41.642633,  Lng: -81.425375),  Route carried "on" structure: State highway 2,  Year Built: 1962,  Status: Open,  Structure Length: 8.50m (27.89ft),  Average Daily Traffic: 37,330 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 56,957 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: SR 640 (0237) VINE ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.440,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  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: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  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: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4300637,  Location: 0.52 MI.E.OF JCT.SR-640 (Lat: 41.647803,  Lng: -81.418361),  Route carried "on" structure: City street 726,  Year Built: 1962,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 8.66m (28.41ft),  Average Daily Traffic: 1,000 (year 2002),  Average Future Daily Traffic: 112,428 (year 2027),  Design Load: H 20,  Features Intersected: SR 2,  Facility Carried by Structure: STEVENS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.060,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 33.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.19m (39.99ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $720,000,  Roadway Improvement Cost: $80,000,  Total Project Cost: $800,000 ( Estimate for 2000),  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: 4300696,  Location: 0.87 MI.E.OF JCT.SR-640 (Lat: 41.650931,  Lng: -81.413086),  Route carried "on" structure: State highway 2,  Year Built: 1960,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 36,843 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 56,214 (year 2027),  Design Load: HS 20,  Features Intersected: ERIE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.820,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Equal 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: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4300726,  Location: SR 2 @ ERIE (Lat: 41.650931,  Lng: -81.413086),  Route carried "on" structure: State highway 2,  Year Built: 1960,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 36,843 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 56,214 (year 2027),  Design Load: HS 20,  Features Intersected: ERIE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.820,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: 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,  Deck Geometry: Equal 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: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 430075,  Location: 1.31 MI.E.OF JCCT.SR 640 (Lat: 41.654417,  Lng: -81.406069),  Route carried "on" structure: State highway 2,  Year Built: 1962,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 36,843 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 56,214 (year 2027),  Design Load: HS 20,  Features Intersected: CHAGRIN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.530,  Lanes on structure: 3,  Base Highway Network: Yes,  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: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: 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: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4300785,  Location: 1.31 MI.E.OF JCT.SR 640 (Lat: 41.654417,  Lng: -81.406069),  Route carried "on" structure: State highway 2,  Year Built: 1962,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 36,843 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 56,214 (year 2027),  Design Load: HS 20,  Features Intersected: CHAGRIN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.530,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  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: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4300815,  Location: 1.5 MI WEST OF SR-306 (Lat: 41.655086,  Lng: -81.403903),  Route carried "on" structure: City street 715,  Year Built: 1960,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 1,000 (year 2002),  Average Future Daily Traffic: 112,428 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: SR 2,  Facility Carried by Structure: LOST NATION RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.820,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 22 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.9m (75.1ft),  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: 23.8m (78.1ft)

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: Better than present minimum criteria,  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: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4302095,  Location: 1000 FT E SR640 (Lat: 41.642439,  Lng: -81.403406),  Route carried "on" structure: US 20,  Year Built: 1979,  Status: Open,  Structure Length: 12.65m (41.50ft),  Average Daily Traffic: 18,180 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 24,790 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: CHAGRIN RIV 1.58 MIW 306
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.210,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.8m (101.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 32.4 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: 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: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4302915,  Location: 0.5 MI E SR174 (Lat: 41.630167,  Lng: -81.400133),  Route carried "on" structure: State highway 84,  Year Built: 1931,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 7,890 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,549 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: CHAGRIN R. 1.81 MI W 306
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.190,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4303784,  Location: 1.5 MI. W. SR306 (Lat: 41.626758,  Lng: -81.400014),  Route carried "on" structure: Interstate 90,  Year Built: 1962,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 37,490 (year 2005),  Truck Traffic: 15%,  Average Future Daily Traffic: 47,088 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: RIVERSIDE DR @ MP 192.1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.640,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  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: Low Slump Concrete

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Structure Number: 4303814,  Location: 1.5 MI W SR306 (Lat: 41.626758,  Lng: -81.400014),  Route carried "on" structure: Interstate 90,  Year Built: 1962,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 37,490 (year 2005),  Truck Traffic: 15%,  Average Future Daily Traffic: 47,088 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: RIVERSIDE DR @ MP 192.1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.640,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  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: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.2m (56.4ft)

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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  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: Low Slump Concrete

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Structure Number: 4303849,  Location: 1.5 MI W SR306 (Lat: 41.627317,  Lng: -81.399153),  Route carried "on" structure: Interstate 90,  Year Built: 1960,  Status: Open,  Structure Length: 8.93m (29.30ft),  Average Daily Traffic: 37,490 (year 2005),  Truck Traffic: 15%,  Average Future Daily Traffic: 47,088 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: CHAGRIN RIVER @ MP 192.2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.740,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 2 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-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: 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: 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: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 4303873,  Location: 1.5 MI W SR306 (Lat: 41.627317,  Lng: -81.399153),  Route carried "on" structure: Interstate 90,  Year Built: 1960,  Status: Open,  Structure Length: 8.93m (29.30ft),  Average Daily Traffic: 37,490 (year 2005),  Truck Traffic: 15%,  Average Future Daily Traffic: 47,088 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: CHAGRIN RIVER @ MP 192.2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.740,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 2 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-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.2m (56.4ft)

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: 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: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 4303962,  Location: .7 MI W SR 306 (Lat: 41.636511,  Lng: -81.383278),  Route carried "on" structure: City street 616,  Year Built: 1960,  Status: Open,  Structure Length: 13.20m (43.31ft),  Average Daily Traffic: 1,000 (year 2002),  Average Future Daily Traffic: 94,176 (year 2027),  Design Load: H 20,  Features Intersected: IR 90,  Facility Carried by Structure: KIRTLAND RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.890,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  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: Latex Concrete,  Membrane: Epoxy

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Structure Number: 4303997,  Location: 3.5 MI W SR615 (Lat: 41.640447,  Lng: -81.374042),  Route carried "on" structure: State highway 306,  Year Built: 1962,  Status: Open,  Structure Length: 12.13m (39.80ft),  Average Daily Traffic: 27,190 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 49,746 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: I-90 (LAK-90-0767)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.340,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 23.4m (76.8ft)

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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  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: Latex Concrete,  Membrane: Epoxy

Structure Number: 4352289,  Location: 1 MI S OF JCT SR 283,  Route carried "on" structure: City street 715,  Year Built: 1989,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 6,300 (year 1995),  Average Future Daily Traffic: 8,500 (year 2024),  Design Load: HS 20,  Features Intersected: LOST NATION O/STRM/SOUTH,  Facility Carried by Structure: LOST NATION ROAD
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: 1,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 33.3 metric tons,  Inventory Rating: 24.3 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2006

Structure Number: 4352394,  Location: 0.75 MI. E/ STEVENS BLVD,  Route carried "on" structure: City street 981,  Year Built: 1951,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 3,550 (year 1995),  Average Future Daily Traffic: 4,550 (year 2024),  Design Load: HS 20,  Features Intersected: ST CLAIR O/CHAGRIN RIVER,  Facility Carried by Structure: ST. CLAIR STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 32.4 metric tons,  Inventory Rating: 24.3 metric tons,  Structural Evaluation: Meets minimum limits,  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,  Underwater Inspection Frequency: Every 36 months,  Inspection Date: November 2006,  Underwater Inspection Date: June 1994,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Structure Number: 4352653,  Location: 0.3 MI S OF SR283,  Route carried "on" structure: City street 715,  Year Built: 1989,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 9,500 (year 1995),  Average Future Daily Traffic: 11,000 (year 2024),  Design Load: HS 20,  Features Intersected: LOST NATION OISTREAM,  Facility Carried by Structure: LOST NATION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.1m (10.2ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 33.3 metric tons,  Inventory Rating: 24.3 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2006

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Structure Number: 4300572,  Location: 0.78 MI.E.OF JCT.SR.91 (Lat: 41.642633,  Lng: -81.425375),  Route carried "under" structure: State highway 640,  Year Built: 1962,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 22,434 (year 2005),  Truck Traffic: 4%,  Features Intersected: SR-2 (LAK-2-0400L),  Facility Carried by Structure: SR 2
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 0.378,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 4300602,  Location: 0.78 MI.E.OF JCT.SR.91 (Lat: 41.642633,  Lng: -81.425375),  Route carried "under" structure: State highway 640,  Year Built: 1962,  Structure Length: 8.50m (27.89ft),  Average Daily Traffic: 22,434 (year 2005),  Truck Traffic: 4%,  Features Intersected: SR-2 (LAK-2-0400R),  Facility Carried by Structure: SR 2
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.382,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 4300637,  Location: 0.52 MI.E.OF JCT.SR-640 (Lat: 41.647803,  Lng: -81.418361),  Route carried "under" structure: State highway 2,  Year Built: 1962,  Structure Length: 8.66m (28.41ft),  Average Daily Traffic: 73,686 (year 2005),  Truck Traffic: 3%,  Features Intersected: STEVENS RD,  Facility Carried by Structure: STEVENS RD
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.726,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 4300661,  Location: 0.57 MI.E.OF JCT.SR-640 (Lat: 41.648272,  Lng: -81.417631),  Route carried "under" structure: State highway 2,  Year Built: 1962,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 73,686 (year 2005),  Truck Traffic: 3%,  Features Intersected: CSX RR,  Facility Carried by Structure: CSX RR
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.734,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 4300696,  Location: 0.87 MI.E.OF JCT.SR-640 (Lat: 41.650931,  Lng: -81.413086),  Route carried "under" structure: City street 719,  Year Built: 1960,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 320 (year 1972),  Features Intersected: SR 2,  Facility Carried by Structure: SR 2
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 0.312,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 4300726,  Location: SR 2 @ ERIE (Lat: 41.650931,  Lng: -81.413086),  Route carried "under" structure: City street 719,  Year Built: 1960,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 320 (year 1972),  Features Intersected: SR 2,  Facility Carried by Structure: SR 2
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 0.312,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 4300815,  Location: 1.5 MI WEST OF SR-306 (Lat: 41.655086,  Lng: -81.403903),  Route carried "under" structure: State highway 2,  Year Built: 1960,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 73,686 (year 2005),  Truck Traffic: 3%,  Features Intersected: LOST NATION RD,  Facility Carried by Structure: LOST NATION RD
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 0.873,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 4303784,  Location: 1.5 MI. W. SR306 (Lat: 41.626758,  Lng: -81.400014),  Route carried "under" structure: City street RIVSD,  Year Built: 1962,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 1,000 (year 1973),  Features Intersected: I-90,  Facility Carried by Structure: I-90
Minimum Vertical Clearance: 0.47m (1.54ft),  Kilometerpoint: 0.019,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 4303814,  Location: 1.5 MI W SR306 (Lat: 41.626758,  Lng: -81.400014),  Route carried "under" structure: City street RIVSD,  Year Built: 1962,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 1,000 (year 1973),  Features Intersected: I-90,  Facility Carried by Structure: INTERST. 90
Minimum Vertical Clearance: 0.47m (1.54ft),  Kilometerpoint: 0.019,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 4303962,  Location: .7 MI W SR 306 (Lat: 41.636511,  Lng: -81.383278),  Route carried "under" structure: Interstate 90,  Year Built: 1960,  Structure Length: 13.20m (43.31ft),  Average Daily Traffic: 74,980 (year 2005),  Truck Traffic: 15%,  Features Intersected: KIRTLAND RD,  Facility Carried by Structure: KIRTLAND RD
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 1.145,  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)

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Structure Number: 4303997,  Location: 3.5 MI W SR615 (Lat: 41.640447,  Lng: -81.374042),  Route carried "under" structure: Interstate 90,  Year Built: 1962,  Structure Length: 12.13m (39.80ft),  Average Daily Traffic: 64,300 (year 2005),  Truck Traffic: 16%,  Features Intersected: SR-306 (LAK-306-0518),  Facility Carried by Structure: SR306
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 1.235,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 4306511,  Location: APPROX.75 MI E OF JCT SR2 (Lat: 41.642503,  Lng: -81.416756),  Route carried "under" structure: State highway 640,  Year Built: 1960,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 11,980 (year 2005),  Truck Traffic: 3%,  Features Intersected: CSX RR EAST OF BEN HUR,  Facility Carried by Structure: CSX RR
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 0.452,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 11.0m (36.1ft)

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Structure Number: 4306546,  Location: APPROX.79 MI E OF JCT SR2 (Lat: 41.642500,  Lng: -81.415994),  Route carried "under" structure: State highway 640,  Year Built: 1960,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 11,980 (year 2005),  Truck Traffic: 3%,  Features Intersected: NSC RR .5 MI W OF 174,  Facility Carried by Structure: NSC RR
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.459,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 11.0m (36.1ft)