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

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Structure Number: 63163022000C03,  Location: 2.0 MI SE OF FARMINGTON (Lat: 42.451603,  Lng: -83.351822),  Route carried "on" structure: Interstate 96,  Year Built: 1956,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 20,126 (year 2003),  Truck Traffic: 3%,  Average Future Daily Traffic: 20,730 (year 2018),  Design Load: HS 20,  Features Intersected: UPPER ROUGE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.138,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 65,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.0m (32.8ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Channel: Poor,  Culverts: Good,  Operating Rating: 32.7 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2005

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Structure Number: 63163022000S1,  Location: 2MI W OF FARMINGTON (Lat: 42.468364,  Lng: -83.417175),  Route carried "on" structure: Business Interstate 96,  Year Built: 1957,  Status: Open,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 47,283 (year 2003),  Truck Traffic: 1%,  Average Future Daily Traffic: 50,120 (year 2018),  Design Load: H 20,  Features Intersected: M-5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.257,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 410,  Subroute: 42),  Owner: State Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 63.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 29.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 63163022000S11,  Location: 4.0 MI NW OF WAYNE CO LIN (Lat: 42.459144,  Lng: -83.395675),  Route carried "on" structure: City street ,  Year Built: 1957,  Status: Open,  Structure Length: 4.17m (13.68ft),  Average Daily Traffic: 7,500 (year 1994),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,000 (year 2007),  Design Load: H 15,  Features Intersected: M-5,  Facility Carried by Structure: DRAKE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.509,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 57.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 26.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Bridge Improvement Cost: $1,000,  Total Project Cost: $1,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 63163022000S14,  Location: 0.2 MI E. OF FARMINGTON (Lat: 42.451275,  Lng: -83.346236),  Route carried "on" structure: State highway 5,  Year Built: 1957,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 6.82m (22.38ft),  Average Daily Traffic: 10,063 (year 2003),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,365 (year 2018),  Design Load: HS 20,  Features Intersected: GRAND RIVER EB CONN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.637,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 65,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.7m (77.8ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 95.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.0 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: 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 63163101000S02,  Location: 0.5 MI NE OF I-96 (Lat: 42.483489,  Lng: -83.435658),  Route carried "on" structure: County highway 2059,  Year Built: 1961,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 20,000 (year 1974),  Truck Traffic: 3%,  Average Future Daily Traffic: 20,000 ,  Design Load: H 15,  Features Intersected: I-696,  Facility Carried by Structure: HAGGERTY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.003,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 63,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 67.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 63163101000S03,  Location: 1.7 MI NE OF I-96 (Lat: 42.491681,  Lng: -83.416889),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 8.07m (26.48ft),  Average Daily Traffic: 15,000 (year 1996),  Truck Traffic: 3%,  Average Future Daily Traffic: 20,764 (year 2007),  Design Load: H 20,  Features Intersected: I-696,  Facility Carried by Structure: HALSTEAD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.747,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.8m (74.8ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Poor,  Inventory Rating: 45.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 15 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 63163101000S04,  Location: 2.7MI E OF I-96 OVER DRAK (Lat: 42.493972,  Lng: -83.397467),  Route carried "on" structure: Interstate 696,  Year Built: 1960,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 170,558 (year 2003),  Truck Traffic: 6%,  Average Future Daily Traffic: 173,116 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: DRAKE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.207,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 71,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 36.2m (118.8ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 42.7m (140.1ft),  Out-to-Out Width: 43.6m (143.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 61.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.7 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: High priority of corrective action,  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: 63163101000S06,  Location: 3.7 MI E OF I-96 (Lat: 42.495061,  Lng: -83.378061),  Route carried "on" structure: City street 2059,  Year Built: 1962,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 7.86m (25.79ft),  Average Daily Traffic: 19,600 (year 1996),  Truck Traffic: 5%,  Average Future Daily Traffic: 27,130 (year 2007),  Design Load: HS 20,  Features Intersected: I-696,  Facility Carried by Structure: FARMINGTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.396,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 64.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 24 months,  Inspection Date: May 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 63163101000S07,  Location: 4.7 MI E OF I-96 (Lat: 42.496025,  Lng: -83.358472),  Route carried "on" structure: County highway 2059,  Year Built: 1962,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 64,500 (year ),  Truck Traffic: 3%,  Average Future Daily Traffic: 64,500 ,  Design Load: HS 20,  Features Intersected: I-696,  Facility Carried by Structure: ORCHARD LAKE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.419,  Lanes on structure: 7,  Lanes under structure: 9,  Base Highway Network: Yes (Inventory Route: 63,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 35.3m (115.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 36.5m (119.8ft),  Out-to-Out Width: 37.5m (123.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Poor,  Operating Rating: 97.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 15 months,  Inspection Date: March 2006,  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: 63163101000S08,  Location: 5.7 MI E OF I-96 (Lat: 42.492761,  Lng: -83.338775),  Route carried "on" structure: County highway 2059,  Year Built: 1961,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 7.24m (23.75ft),  Average Daily Traffic: 16,900 (year 2000),  Truck Traffic: 9%,  Average Future Daily Traffic: 22,200 (year 2025),  Design Load: HS 20,  Features Intersected: I-696,  Facility Carried by Structure: MIDDLEBELT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.689,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.9m (78.4ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 53.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  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: 63163191000S09,  Location: S OF I-96/I-696 INTECHNG (Lat: 42.470883,  Lng: -83.431156),  Route carried "on" structure: City street 2059,  Year Built: 1972,  Status: Open,  Structure Length: 12.83m (42.09ft),  Average Daily Traffic: 21,500 (year 1994),  Truck Traffic: 3%,  Average Future Daily Traffic: 31,573 (year 2007),  Design Load: HS 20,  Features Intersected: I-275, I-96,  Facility Carried by Structure: GRAND RIVER AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.014,  Lanes on structure: 3,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 40.8m (133.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 47.3 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 24 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 63163191000S12,  Location: 1 MI W OF FARMINGTON (Lat: 42.453575,  Lng: -83.431519),  Route carried "on" structure: Interstate 96,  Year Built: 1971,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 91,951 (year 2003),  Truck Traffic: 8%,  Average Future Daily Traffic: 93,330 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: 9 MILE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.815,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 63,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 51.8 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 63163191000S13,  Location: 1 MI W OF FARMINGTON (Lat: 42.453581,  Lng: -83.431075),  Route carried "on" structure: Interstate 96,  Year Built: 1972,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 91,951 (year 2003),  Truck Traffic: 8%,  Average Future Daily Traffic: 93,330 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: 9 MI RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.974,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 63,  Subroute: 7),  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.0m,  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 51.8 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 63200184000B01,  Location: BET GRAND RIVER AND 8 MIL (Lat: 42.446811,  Lng: -83.336567),  Route carried "on" structure: County highway 2059,  Year Built: 1964,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 20,809 (year 1991),  Truck Traffic: 3%,  Average Future Daily Traffic: 22,200 (year 2010),  Design Load: HS 20+Mod,  Features Intersected: ROUGE RIVER,  Facility Carried by Structure: MIDDLEBELT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.583,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Inventory Rating: 60.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 63200507000B01,  Location: BET GRAND RIVER AND MIDDL (Lat: 42.441775,  Lng: -83.328097),  Route carried "on" structure: County highway 2059,  Year Built: 1966,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 20,809 (year 1991),  Truck Traffic: 5%,  Average Future Daily Traffic: 42,700 (year 2010),  Design Load: HS 20+Mod,  Features Intersected: ROUGE RIVER,  Facility Carried by Structure: 8 MILE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.562,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 441,  Subroute: 1),  Owner: County Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 23.3m (76.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 55.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 63200577000B01,  Location: BET MIDDLEBELT AND INKSTE (Lat: 42.500092,  Lng: -83.321397),  Route carried "on" structure: County highway 2059,  Year Built: 1987,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 17,358 (year 1990),  Average Future Daily Traffic: 20,800 (year 2017),  Design Load: HS 20+Mod,  Features Intersected: PEBBLE CREEK,  Facility Carried by Structure: 12 MILE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.037,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 22.8m (74.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 9.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  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 24 months,  Inspection Date: July 2006,  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: 824180800092R01,  Location: MT ELLIOTT - MOUND RD (Lat: 42.404319,  Lng: -83.038067),  Route carried "on" structure: City street 2000,  Year Built: 1969,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 48.02m (157.55ft),  Average Daily Traffic: 18,921 (year 2001),  Truck Traffic: 5%,  Average Future Daily Traffic: 35,058 (year 2021),  Design Load: HS 20+Mod,  Features Intersected: GTW RR AND CANIFF,  Facility Carried by Structure: MT ELLIOTT - MOUND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.682,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 470,  Subroute: 16),  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.0m (26.2ft),  Skew: 39 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 37.8m (124.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 48.02m (157.55ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: June 2007,  Critical Feature Inspection Date: June 2007,  Bridge Improvement Cost: $9,000,  Total Project Cost: $10,000 ( Estimate for 2006),  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: 63163022000S1,  Location: 2MI W OF FARMINGTON (Lat: 42.468364,  Lng: -83.417175),  Route carried "under" structure: State highway 5,  Year Built: 1957,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 19,682 (year 2003),  Truck Traffic: 3%,  Features Intersected: M-5,  Facility Carried by Structure: I-96 BL (GRAND RV)
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 22.211,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 63163022000S11,  Location: 4.0 MI NW OF WAYNE CO LIN (Lat: 42.459144,  Lng: -83.395675),  Route carried "under" structure: State highway 5,  Year Built: 1957,  Structure Length: 4.17m (13.68ft),  Average Daily Traffic: 19,682 (year 2003),  Truck Traffic: 3%,  Features Intersected: M-5,  Facility Carried by Structure: DRAKE RD
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 24.435,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 63163022000S14,  Location: 0.2 MI E. OF FARMINGTON (Lat: 42.451275,  Lng: -83.346236),  Route carried "under" structure: Business Interstate 96,  Year Built: 1957,  Structure Length: 6.82m (22.38ft),  Average Daily Traffic: 25,222 (year 1995),  Truck Traffic: 3%,  Features Intersected: GRAND RIVER EB CONN,  Facility Carried by Structure: M-5 WB
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.327,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.7m (77.8ft)

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Structure Number: 63163101000S02,  Location: 0.5 MI NE OF I-96 (Lat: 42.483489,  Lng: -83.435658),  Route carried "under" structure: Interstate 696,  Year Built: 1961,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 60,656 (year 2003),  Truck Traffic: 17%,  Features Intersected: I-696,  Facility Carried by Structure: HAGGERTY RD
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 0.797,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 63163101000S03,  Location: 1.7 MI NE OF I-96 (Lat: 42.491681,  Lng: -83.416889),  Route carried "under" structure: Interstate 696,  Year Built: 1962,  Structure Length: 8.07m (26.48ft),  Average Daily Traffic: 170,558 (year 2003),  Truck Traffic: 6%,  Features Intersected: I-696,  Facility Carried by Structure: HALSTEAD RD
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 2.578,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.8m (74.8ft)

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Structure Number: 63163101000S04,  Location: 2.7MI E OF I-96 OVER DRAK (Lat: 42.493972,  Lng: -83.397467),  Route carried "under" structure: City street ,  Year Built: 1960,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 24,300 (year 1974),  Features Intersected: DRAKE RD,  Facility Carried by Structure: I-696
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 4.672,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.5m (41.0ft)

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Structure Number: 63163101000S06,  Location: 3.7 MI E OF I-96 (Lat: 42.495061,  Lng: -83.378061),  Route carried "under" structure: Interstate 696,  Year Built: 1962,  Structure Length: 7.86m (25.79ft),  Average Daily Traffic: 170,558 (year 2003),  Truck Traffic: 6%,  Features Intersected: I-696,  Facility Carried by Structure: FARMINGTON RD
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 5.807,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 63163101000S07,  Location: 4.7 MI E OF I-96 (Lat: 42.496025,  Lng: -83.358472),  Route carried "under" structure: Interstate 696,  Year Built: 1962,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 180,044 (year 2003),  Truck Traffic: 6%,  Features Intersected: I-696,  Facility Carried by Structure: ORCHARD LAKE RD
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 7.419,  Lanes on structure: 7,  Lanes under structure: 9,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 63163101000S08,  Location: 5.7 MI E OF I-96 (Lat: 42.492761,  Lng: -83.338775),  Route carried "under" structure: Interstate 696,  Year Built: 1961,  Structure Length: 7.24m (23.75ft),  Average Daily Traffic: 180,044 (year 2003),  Truck Traffic: 6%,  Features Intersected: I-696,  Facility Carried by Structure: MIDDLEBELT RD
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 9.114,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.9m (78.4ft)

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Structure Number: 63163191000S09,  Location: S OF I-96/I-696 INTECHNG (Lat: 42.470883,  Lng: -83.431156),  Route carried "under" structure: Interstate 96,  Year Built: 1972,  Structure Length: 12.83m (42.09ft),  Average Daily Traffic: 183,902 (year 2003),  Truck Traffic: 8%,  Features Intersected: I-275, I-96,  Facility Carried by Structure: GRAND RIVER AVE
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 2.876,  Lanes on structure: 3,  Lanes under structure: 10,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.8m (133.9ft)

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Structure Number: 63163191000S12,  Location: 1 MI W OF FARMINGTON (Lat: 42.453575,  Lng: -83.431519),  Route carried "under" structure: City street ,  Year Built: 1971,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 12,600 (year 1994),  Truck Traffic: 3%,  Features Intersected: 9 MILE RD,  Facility Carried by Structure: I-96 EB
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 4.884,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 63163191000S13,  Location: 1 MI W OF FARMINGTON (Lat: 42.453581,  Lng: -83.431075),  Route carried "under" structure: City street ,  Year Built: 1972,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 12,600 (year 1994),  Truck Traffic: 3%,  Features Intersected: 9 MI RD,  Facility Carried by Structure: I-96 WB
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 4.849,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 824180800092R01,  Location: MT ELLIOTT - MOUND RD (Lat: 42.404319,  Lng: -83.038067),  Route carried "under" structure: City street 2000,  Year Built: 1969,  Structure Length: 48.02m (157.55ft),  Average Daily Traffic: 5,795 (year 1980),  Features Intersected: GTW RR AND CANIFF,  Facility Carried by Structure: MT ELLIOTT - MOUND
Minimum Vertical Clearance: 4.24m (13.91ft),  Kilometerpoint: 3.413,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.8m (124.0ft)