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

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Structure Number: 4704223,  Location: 3.93 MILES NORTH OF US 20 (Lat: 41.448333,  Lng: -82.020000),  Route carried "on" structure: State highway 83,  Year Built: 1985,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 12,320 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 21,514 (year 2027),  Design Load: HS 20,  Features Intersected: FRENCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.660,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very 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 desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 4704266,  Location: .32 MILES NORTH OF SR 254 (Lat: 41.465000,  Lng: -82.021667),  Route carried "on" structure: State highway 83,  Year Built: 1970,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 10,305 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,047 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: OVER LOR-090 -2054
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.560,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: 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: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 470429,  Location: .32 MILES NORTH OF SR 254 (Lat: 41.465000,  Lng: -82.021667),  Route carried "on" structure: State highway 83,  Year Built: 1970,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 10,305 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,047 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: OVER LOR-090 -2055
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.560,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: 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: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4704959,  Location: 1.61 MILES EAST OF SR 301 (Lat: 41.461667,  Lng: -82.056667),  Route carried "on" structure: Interstate 90,  Year Built: 1970,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 26,670 (year 2005),  Truck Traffic: 14%,  Average Future Daily Traffic: 35,026 (year 2027),  Design Load: HS 25,  Features Intersected: FRENCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.960,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 26.5m (86.9ft),  Out-to-Out Width: 27.6m (90.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Very 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: September 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: 4704983,  Location: 1.61 MILES EAST OF SR 301 (Lat: 41.461667,  Lng: -82.056667),  Route carried "on" structure: Interstate 90,  Year Built: 1970,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 26,670 (year 2005),  Truck Traffic: 14%,  Average Future Daily Traffic: 35,026 (year 2027),  Design Load: HS 25,  Features Intersected: FRENCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.960,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 22.1m (72.5ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.5 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: September 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: 4705025,  Location: 1.09 MILES EAST OF SR 611 (Lat: 41.465000,  Lng: -82.033333),  Route carried "on" structure: Interstate 90,  Year Built: 1966,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 59,790 (year 2005),  Truck Traffic: 13%,  Average Future Daily Traffic: 78,339 (year 2027),  Design Load: H 15,  Features Intersected: POWDERMAKER DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.060,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 43.3m (142.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: 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,  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

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Structure Number: 4705106,  Location: 1.15 MILES EAST OF SR 83 (Lat: 41.465000,  Lng: -82.000000),  Route carried "on" structure: City street 56,  Year Built: 1970,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 8.64m (28.35ft),  Average Daily Traffic: 1,630 (year 2000),  Truck Traffic: 9%,  Average Future Daily Traffic: 78,519 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: OVER LOR-090 -2169
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.220,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very 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: Somewhat better than minimum adequacy,  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,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4705254,  Location: 1.72 MILES EAST OF SR 83 (Lat: 41.465000,  Lng: -81.988333),  Route carried "on" structure: City street 55,  Year Built: 1970,  Status: Open,  Structure Length: 9.05m (29.69ft),  Average Daily Traffic: 41,980 (year 1988),  Truck Traffic: 12%,  Average Future Daily Traffic: 82,031 (year 2027),  Design Load: H 15,  Features Intersected: OVER LOR-090 -2226
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.540,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: 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

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Structure Number: 4705289,  Location: 2.24 MILES EAST OF SR 83 (Lat: 41.468333,  Lng: -81.980000),  Route carried "on" structure: Interstate 90,  Year Built: 1970,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 30,845 (year 2005),  Truck Traffic: 13%,  Average Future Daily Traffic: 39,260 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: PORTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.670,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very 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 desirable 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: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4705319,  Location: 2.24 MILES EAST OF SR 83 (Lat: 41.468333,  Lng: -81.980000),  Route carried "on" structure: Interstate 90,  Year Built: 1970,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 30,845 (year 2005),  Truck Traffic: 13%,  Average Future Daily Traffic: 39,260 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: PORTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.670,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.5 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,  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: Integral Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4706307,  Location: 2.69 MILES EAST OF SR 301 (Lat: 41.450000,  Lng: -82.036667),  Route carried "on" structure: State highway 254,  Year Built: 1930,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 12,662 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,613 (year 2026),  Design Load: H 15,  Features Intersected: FRENCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 27.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.9 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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4707478,  Location: 1.21 MILES EAST OF SR 301 (Lat: 41.463333,  Lng: -82.055000),  Route carried "on" structure: State highway 611,  Year Built: 1970,  Status: Open,  Structure Length: 9.42m (30.91ft),  Average Daily Traffic: 8,090 (year 2005),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,033 (year 2027),  Design Load: H 20,  Features Intersected: OVER LOR-090-1882
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.990,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 22 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 21.2m (69.6ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 33.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.95m (58.89ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $102,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $222,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4740459,  Location: .09MI.NORTH OF (Lat: 41.445000,  Lng: -82.030000),  Route carried "on" structure: City street M0028,  Year Built: 1966,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 4,700 (year 1997),  Average Future Daily Traffic: 6,524 (year 2026),  Features Intersected: FRENCH CREEK STONEY RDG,  Facility Carried by Structure: STONEY RIDGE RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 31.5 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Structure Number: 4765419,  Location: ST FRANCIS AT NAGLE ROAD,  Route carried "on" structure: City street ST0FR,  Year Built: 2000,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 100 (year 1999),  Average Future Daily Traffic: 139 (year 2026),  Design Load: HS 20,  Features Intersected: MILLS CREEK,  Facility Carried by Structure: ST FRANCIS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft)

Condition: Channel: Excellent,  Culverts: Excellent,  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 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

Structure Number: 4765516,  Location: 0.0 MI W OF JAYCOX RD,  Route carried "on" structure: City street M0119,  Year Built: 1931,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 950 (year 1980),  Average Future Daily Traffic: 1,319 (year 2025),  Features Intersected: FRENCH CR-RIEGELSBERGER,  Facility Carried by Structure: RIEGELSBERGER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Structure Number: 4765524,  Location: ROYAL ST GEORGE AT FRANCI,  Route carried "on" structure: City street ROYAL,  Year Built: 2000,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 100 (year 1999),  Average Future Daily Traffic: 139 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: MILLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft)

Condition: Channel: Satisfactory,  Culverts: Excellent,  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 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

Structure Number: 4765621,  Location: BRIDGE POINTE AT SR 611,  Route carried "on" structure: City street BRIDG,  Year Built: 1999,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 100 (year 1999),  Average Future Daily Traffic: 139 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: FRENCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Excellent,  Channel: Excellent,  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 desirable 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: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Structure Number: 4765672,  Location: 0.15 MI N OF MILLS RD,  Route carried "on" structure: City street M0055,  Year Built: 1900,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 2,650 (year 1980),  Average Future Daily Traffic: 3,678 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: MILLS CREEK-LEAR NAGLE,  Facility Carried by Structure: LEAR NAGLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2007,  Other Special Inspection Date: September 1997,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Structure Number: 476568,  Location: OVER MILLS CREEK,  Route carried "on" structure: City street MILLS,  Year Built: 1900,  Status: Posted for load,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,000 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,200 (year 2025),  Features Intersected: MILLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Channel: Poor,  Operating Rating: 6.3 metric tons,  Inventory Rating: 4.5 metric tons,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4704266,  Location: .32 MILES NORTH OF SR 254 (Lat: 41.465000,  Lng: -82.021667),  Route carried "under" structure: Interstate 90,  Year Built: 1970,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 61,690 (year 2005),  Truck Traffic: 13%,  Features Intersected: UNDER LOR-083 -1831L,  Facility Carried by Structure: SR 83
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 3.307,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 470429,  Location: .32 MILES NORTH OF SR 254 (Lat: 41.465000,  Lng: -82.021667),  Route carried "under" structure: Interstate 90,  Year Built: 1970,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 61,690 (year 2005),  Truck Traffic: 13%,  Features Intersected: UNDER LOR-083 -1831R,  Facility Carried by Structure: SR 83
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 3.309,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 4705106,  Location: 1.15 MILES EAST OF SR 83 (Lat: 41.465000,  Lng: -82.000000),  Route carried "under" structure: Interstate 90,  Year Built: 1970,  Structure Length: 8.64m (28.35ft),  Average Daily Traffic: 61,690 (year 2005),  Truck Traffic: 13%,  Features Intersected: UNDER JAYCOX ROAD TH-56,  Facility Carried by Structure: T-56 JAYCOX ROAD
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 3.492,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 4705254,  Location: 1.72 MILES EAST OF SR 83 (Lat: 41.465000,  Lng: -81.988333),  Route carried "under" structure: Interstate 90,  Year Built: 1970,  Structure Length: 9.05m (29.69ft),  Average Daily Traffic: 61,690 (year 2005),  Truck Traffic: 13%,  Features Intersected: UNDER LEAR NAGLE RD TH-5,  Facility Carried by Structure: T-55 LEAR NAGLE
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 3.583,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 4707478,  Location: 1.21 MILES EAST OF SR 301 (Lat: 41.463333,  Lng: -82.055000),  Route carried "under" structure: Interstate 90,  Year Built: 1970,  Structure Length: 9.42m (30.91ft),  Average Daily Traffic: 59,790 (year 2005),  Truck Traffic: 13%,  Features Intersected: UNDER LOR-611 -0993,  Facility Carried by Structure: SR 611
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.303,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)