Bridge Statistics for Oak Park, Michigan (MI) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 63163102000S14,  Location: IN ROYAL OAK TOWNSHIP (Lat: 42.477008,  Lng: -83.200589),  Route carried "on" structure: Ramp County highway 2059,  Year Built: 1987,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 4,000 (year 1984),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,000 ,  Design Load: HS 20,  Features Intersected: I-696,  Facility Carried by Structure: U-TURN E.OF GRNFLD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.019,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.7m (77.8ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 63163102000S16,  Location: IN OAK PARK (Lat: 42.474842,  Lng: -83.187750),  Route carried "on" structure: County highway 2059,  Year Built: 1985,  Status: Open,  Structure Length: 12.56m (41.21ft),  Average Daily Traffic: 1,500 (year 1982),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,500 ,  Design Load: HS 20,  Features Intersected: I-696,  Facility Carried by Structure: 10 MILE ROAD W-SER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 66.4m (217.8ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than 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 24 months,  Inspection Date: July 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: 63163102000S17,  Location: W OF COOLIDGE HWY (Lat: 42.474417,  Lng: -83.184275),  Route carried "on" structure: City street 2059,  Year Built: 1985,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 1,500 (year 1982),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,500 ,  Design Load: HS 25,  Features Intersected: I-696,  Facility Carried by Structure: COOLIDGE ROAD U T
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.027,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.7m (77.8ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 79.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 41.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  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 24 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 63163102000S18,  Location: IN OAK PARK (Lat: 42.474467,  Lng: -83.182594),  Route carried "on" structure: City street 2059,  Year Built: 1985,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 8,000 (year 1982),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,000 ,  Design Load: HS 25,  Features Intersected: I-696,  Facility Carried by Structure: COOLIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.254,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.4m (76.8ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 71.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 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: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 63163102000S19,  Location: EAST OF COOLIDGE (Lat: 42.474656,  Lng: -83.180922),  Route carried "on" structure: City street 2059,  Year Built: 1985,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 1,500 (year 1982),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,500 ,  Design Load: HS 25,  Features Intersected: I-696,  Facility Carried by Structure: COOLIDGE ROAD U TU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.693,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.4m (76.8ft),  Curb or Sidewalk Widths: Left: 4.4m (14.4ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 79.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.4 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 63163102000S4,  Location: 0.2 MILES W. OF SCOTIA RD (Lat: 42.474928,  Lng: -83.166353),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 1,500 (year 1982),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,500 ,  Design Load: HS 25,  Features Intersected: I-696,  Facility Carried by Structure: MANISTEE U-TURN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.892,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.4m (76.8ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 70.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.2 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 63163102000S41,  Location: 0.7 MI W WOODWARD (Lat: 42.474331,  Lng: -83.160108),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 1,500 (year 1982),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,500 ,  Design Load: HS 25,  Features Intersected: I-696,  Facility Carried by Structure: ROANOKE U-TURN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.031,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.4m (76.8ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 74.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 24 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 63163102000S14,  Location: IN ROYAL OAK TOWNSHIP (Lat: 42.477008,  Lng: -83.200589),  Route carried "under" structure: Interstate 696,  Year Built: 1987,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 195,126 (year 2003),  Truck Traffic: 4%,  Features Intersected: I-696,  Facility Carried by Structure: U-TURN E.OF GRNFLD
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.7m (77.8ft)

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Structure Number: 63163102000S16,  Location: IN OAK PARK (Lat: 42.474842,  Lng: -83.187750),  Route carried "under" structure: Interstate 696,  Year Built: 1985,  Structure Length: 12.56m (41.21ft),  Average Daily Traffic: 195,126 (year 2003),  Truck Traffic: 4%,  Features Intersected: I-696,  Facility Carried by Structure: 10 MILE ROAD W-SER
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 1.078,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 66.4m (217.8ft)

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Structure Number: 63163102000S17,  Location: W OF COOLIDGE HWY (Lat: 42.474417,  Lng: -83.184275),  Route carried "under" structure: Interstate 696,  Year Built: 1985,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 195,126 (year 2003),  Truck Traffic: 4%,  Features Intersected: I-696,  Facility Carried by Structure: COOLIDGE ROAD U T
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 1.411,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 23.7m (77.8ft)

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Structure Number: 63163102000S18,  Location: IN OAK PARK (Lat: 42.474467,  Lng: -83.182594),  Route carried "under" structure: Interstate 696,  Year Built: 1985,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 201,536 (year 2003),  Truck Traffic: 4%,  Features Intersected: I-696,  Facility Carried by Structure: COOLIDGE ROAD
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 0.155,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.4m (76.8ft)

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Structure Number: 63163102000S19,  Location: EAST OF COOLIDGE (Lat: 42.474656,  Lng: -83.180922),  Route carried "under" structure: Interstate 696,  Year Built: 1985,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 180,000 (year 1995),  Truck Traffic: 5%,  Features Intersected: I-696,  Facility Carried by Structure: COOLIDGE ROAD U TU
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 9.574,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.4m (76.8ft)

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Structure Number: 63163102000S4,  Location: 0.2 MILES W. OF SCOTIA RD (Lat: 42.474928,  Lng: -83.166353),  Route carried "under" structure: Interstate 696,  Year Built: 1985,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 180,000 (year 1995),  Truck Traffic: 5%,  Features Intersected: I-696,  Facility Carried by Structure: MANISTEE U-TURN
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 10.203,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.4m (76.8ft)

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Structure Number: 63163102000S41,  Location: 0.7 MI W WOODWARD (Lat: 42.474331,  Lng: -83.160108),  Route carried "under" structure: Interstate 696,  Year Built: 1985,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 201,536 (year 2003),  Truck Traffic: 4%,  Features Intersected: I-696,  Facility Carried by Structure: ROANOKE U-TURN
Minimum Vertical Clearance: 5.77m (18.93ft),  Kilometerpoint: 3.402,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.4m (76.8ft)

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Structure Number: 63163102000Z02,  Location: 1/5 MI E OF GREENFEILD (Lat: 42.477261,  Lng: -83.194828),  Route carried "under" structure: Interstate 696,  Year Built: 1987,  Structure Length: 6.13m (20.11ft),  Average Daily Traffic: 195,126 (year 2003),  Truck Traffic: 4%,  Features Intersected: I-696,  Facility Carried by Structure: PLAZA
Minimum Vertical Clearance: 5.92m (19.42ft),  Kilometerpoint: 0.489,  Lanes under structure: 10,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 63163102000Z03,  Location: 0.5 MI E OF GREENFIELD (Lat: 42.475856,  Lng: -83.190736),  Route carried "under" structure: Interstate 696,  Year Built: 1984,  Structure Length: 5.48m (17.98ft),  Average Daily Traffic: 195,126 (year 2003),  Truck Traffic: 4%,  Features Intersected: I-696,  Facility Carried by Structure: PLAZA
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 0.069,  Lanes under structure: 10,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.1m (88.9ft)