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

Find on map >>   Show street view

Structure Number: 79,  Location: 1.5 MI N OF DEERTON (Lat: 46.503850,  Lng: -87.043128),  Route carried "on" structure: Other road ,  Year Built: 2006,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 50 (year 2005),  Average Future Daily Traffic: 50 (year 2025),  Design Load: HS 20,  Features Intersected: LAUGHING WHITEFISH RIVER,  Facility Carried by Structure: NORTH POINT DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.090,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  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: 17.1m (56.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 93.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 55.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 779,  Location: 2.8 MI SW OF US-12 (Lat: 41.770036,  Lng: -86.736628),  Route carried "on" structure: County highway 1104,  Year Built: 1971,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 7.87m (25.82ft),  Average Daily Traffic: 625 (year 1984),  Truck Traffic: 3%,  Average Future Daily Traffic: 720 (year 2004),  Design Load: H 15,  Features Intersected: I-94,  Facility Carried by Structure: WILSON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.975,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 68.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 781,  Location: 0.5 MI E OF NEW BUFFALO (Lat: 41.788703,  Lng: -86.715822),  Route carried "on" structure: County highway ,  Year Built: 1964,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 8.42m (27.62ft),  Average Daily Traffic: 676 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 777 (year 2032),  Design Load: H 15,  Features Intersected: I-94,  Facility Carried by Structure: MAUDLIN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.041,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 6.8m (22.3ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.9m (81.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

Find on map >>   Show street view

Structure Number: 1403,  Location: 0.3 MI N OF I-94BL (Lat: 42.324261,  Lng: -85.197581),  Route carried "on" structure: City street 2011,  Year Built: 2003,  Status: Open,  Structure Length: 5.51m (18.08ft),  Average Daily Traffic: 3,700 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,000 (year 2030),  Design Load: HS 20,  Features Intersected: KALAMAZOO RIVER,  Facility Carried by Structure: KENDALL STREET N
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.697,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.6m (90.6ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 43.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 3114,  Location: 2.0 MI S OF ISABELLA COL (Lat: 43.436903,  Lng: -84.677078),  Route carried "on" structure: County highway ,  Year Built: 1964,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 467 (year 1996),  Truck Traffic: 1%,  Average Future Daily Traffic: 280 (year 1977),  Design Load: H 15,  Features Intersected: US-127,  Facility Carried by Structure: JEFFERSON RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 13.646,  Lanes on structure: 2,  Lanes under structure: 4,  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: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 70.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 25.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 779,  Location: 2.0 MI SE OF FARMINGTON (Lat: 42.451603,  Lng: -83.351822),  Route carried "on" structure: State highway 5,  Year Built: 1956,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 33,628 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 20,730 (year 2018),  Design Load: HS 20,  Features Intersected: UPPER ROUGE RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 28.139,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 65,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Out-to-Out Width: 85.0m (278.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 89.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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: November 2020

Find on map >>   Show street view

Structure Number: 7805,  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: 32,580 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 36,675 (year 2039),  Design Load: H 20,  Features Intersected: M-5
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 23.278,  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: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 62.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 7806,  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: 4.18m (13.71ft),  Average Daily Traffic: 7,275 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,125 (year 2039),  Design Load: H 15,  Features Intersected: M-5,  Facility Carried by Structure: DRAKE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.510,  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: 20.9m (68.6ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $699,000,  Roadway Improvement Cost: $70,000,  Total Project Cost: $824,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 7809,  Location: 2.0 MI NW OF WAYNE CO LIN (Lat: 42.452642,  Lng: -83.355753),  Route carried "on" structure: County highway 2059,  Year Built: 1957,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 12,690 (year 1974),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,690 (year 1977),  Design Load: HS 20,  Features Intersected: M-5,  Facility Carried by Structure: ORCHARD LAKE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.263,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 63,  Subroute: 6),  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: 2,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 14.7m (48.2ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 71.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 781,  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: 16,814 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,365 (year 2018),  Design Load: HS 20,  Features Intersected: GRAND RIVER EB CONN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 28.638,  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: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 85.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 51.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 7899,  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 (year 1977),  Design Load: H 15,  Features Intersected: I-696,  Facility Carried by Structure: HAGGERTY RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.004,  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: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 69.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 79,  Location: 1.7 MI NE OF I-96 (Lat: 42.491681,  Lng: -83.416889),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 9.17m (30.09ft),  Average Daily Traffic: 15,000 (year 1996),  Truck Traffic: 3%,  Average Future Daily Traffic: 20,764 (year 2007),  Design Load: HL 93,  Features Intersected: I-696,  Facility Carried by Structure: HALSTEAD RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.747,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 27.2m (89.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 64.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 7901,  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: 2009,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 167,300 (year 2008),  Truck Traffic: 7%,  Average Future Daily Traffic: 177,600 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: DRAKE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  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: 12.4m (40.7ft),  Curb-To-Curb Width: 42.7m (140.1ft),  Out-to-Out Width: 43.7m (143.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 7902,  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: 7.87m (25.82ft),  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: 30.48m (100.00ft),  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: 21.5m (70.5ft),  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: 67.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 7903,  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: 36,700 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 46,600 (year 2028),  Design Load: HS 20,  Features Intersected: I-696,  Facility Carried by Structure: ORCHARD LAKE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  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 or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 0.0m,  Curb-To-Curb Width: 36.5m (119.8ft),  Out-to-Out Width: 37.6m (123.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Other Special Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 7904,  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: 30.48m (100.00ft),  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: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 72.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 43.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 8124,  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: 12.82m (42.06ft),  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: 30.48m (100.00ft),  Kilometerpoint: 22.038,  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-To-Curb Width: 17.8m (58.4ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 49.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

Find on map >>   Show street view

Structure Number: 8125,  Location: 1 MI NW OF FARMINGTON (Lat: 42.468125,  Lng: -83.431139),  Route carried "on" structure: County highway 2059,  Year Built: 1971,  Status: Open,  Structure Length: 12.16m (39.90ft),  Average Daily Traffic: 20,600 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,700 (year 2028),  Design Load: H 20,  Features Intersected: I-96,  Facility Carried by Structure: TEN MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 19.332,  Lanes on structure: 4,  Lanes under structure: 9,  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: 5,  Length of Maximum Span: 37.1m (121.7ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 22.1m (72.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

Find on map >>   Show street view

Structure Number: 8126,  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: 182,700 (year 2008),  Truck Traffic: 10%,  Average Future Daily Traffic: 201,900 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: 9 MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  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-To-Curb Width: 21.5m (70.5ft),  Out-to-Out Width: 22.7m (74.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

Find on map >>   Show street view

Structure Number: 8127,  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: 182,700 (year 2008),  Truck Traffic: 10%,  Average Future Daily Traffic: 201,900 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: 9 MI RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.975,  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: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 45.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

Find on map >>   Show street view

Structure Number: 8145,  Location: BET GRAND RIVER AND 8 MIL (Lat: 42.446811,  Lng: -83.336567),  Route carried "on" structure: County highway 2059,  Year Built: 1964,  Year Reconstructed: 2005,  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: 30.48m (100.00ft),  Kilometerpoint: 0.583,  Lanes on structure: 4,  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: 14.9m (48.9ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 78.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 8163,  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: 30.48m (100.00ft),  Kilometerpoint: 11.562,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 441,  Subroute: 1),  Owner: County Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  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: 18.3m (60.0ft),  Out-to-Out Width: 23.3m (76.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Poor,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 8168,  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: 30.48m (100.00ft),  Kilometerpoint: 16.041,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  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: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 55.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.4 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 13592,  Location: BTWN M-5 & GRAND RIV AVE (Lat: 42.453583,  Lng: -83.354861),  Route carried "on" structure: County highway ,  Year Built: 1955,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 12,500 (year 2010),  Average Future Daily Traffic: 18,574 (year 2020),  Features Intersected: UPPER ROUGE RIVER,  Facility Carried by Structure: ORCHARD LAKE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.405,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 63,  Subroute: 6),  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.0m (13.1ft),  Out-to-Out Width: 34.1m (111.9ft)

Condition: Channel: Poor,  Culverts: Satisfactory,  Operating Rating: 54.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 13645,  Location: FARMINGTON HILLS TWP10/13 (Lat: 42.498611,  Lng: -83.373056),  Route carried "on" structure: County highway ,  Year Built: 1994,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 16,074 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 26,334 (year 2030),  Design Load: HS 20,  Features Intersected: MINNOW POND DRAIN,  Facility Carried by Structure: 12 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 11.784,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 446,  Subroute: 80),  Owner: County Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 37.8m (124.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than 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 24 months,  Inspection Date: June 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 13716,  Location: 0.2 MI E OF ORCHARD LAKE (Lat: 42.451767,  Lng: -83.351839),  Route carried "on" structure: State highway 5,  Year Built: 1963,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 33,628 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 20,730 (year 2018),  Design Load: HS 20,  Features Intersected: UPPER ROUGE RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 28.163,  Lanes on structure: 8,  Base Highway Network: Yes (Inventory Route: 65,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.5m (11.5ft),  Out-to-Out Width: 106.8m (350.4ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 65.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

Find on map >>   Show street view

Structure Number: 13932,  Location: 0.35 MI N OF 13 MILE ROAD (Lat: 42.517694,  Lng: -83.398831),  Route carried "on" structure: City street ,  Year Built: 2016,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 9,550 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,550 (year 2036),  Design Load: Greater than HL93,  Features Intersected: MINNOW POND DRAIN,  Facility Carried by Structure: DRAKE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.2m (23.6ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Channel: Excellent,  Culverts: Excellent,  Operating Rating: 74.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 57.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

Find on map >>   Show street view

Structure Number: 1403,  Location: 0.1 MI N OF 14 MILE ROAD (Lat: 42.528333,  Lng: -83.323306),  Route carried "on" structure: County highway ,  Year Built: 1963,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 500 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 820 (year 2042),  Design Load: HS 20,  Features Intersected: ROUGE RIVER,  Facility Carried by Structure: INKSTER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.098,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.1m (10.2ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 31.1m (102.0ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 97.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 14367,  Location: 0.21 MI N OF SALISBURY ST (Lat: 42.449200,  Lng: -83.346400),  Route carried "on" structure: City street ,  Year Built: 1925,  Status: Posted for load,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 2,370 (year 2015),  Average Future Daily Traffic: 2,726 (year 2035),  Features Intersected: UPPER ROUGE RIVER,  Facility Carried by Structure: TUCK RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.124,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 25.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 18.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 7805,  Location: 2MI W OF FARMINGTON (Lat: 42.468364,  Lng: -83.417175),  Route carried "under" structure: State highway 5,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 35,225 (year 2017),  Truck Traffic: 2%,  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)

Find on map >>   Show street view

Structure Number: 7806,  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: 0. m,  Average Daily Traffic: 35,225 (year 2017),  Truck Traffic: 3%,  Features Intersected: M-5,  Facility Carried by Structure: DRAKE RD
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 24.436,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.9m (68.6ft)

Find on map >>   Show street view

Structure Number: 7809,  Location: 2.0 MI NW OF WAYNE CO LIN (Lat: 42.452642,  Lng: -83.355753),  Route carried "under" structure: State highway 5,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 33,628 (year 2007),  Truck Traffic: 3%,  Features Intersected: M-5,  Facility Carried by Structure: ORCHARD LAKE RD
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 27.793,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

Find on map >>   Show street view

Structure Number: 781,  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: 0. m,  Average Daily Traffic: 7,238 (year 2007),  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)

Find on map >>   Show street view

Structure Number: 7897,  Location: 5.2 MI E OF I-96 (Lat: 42.495589,  Lng: -83.347575),  Route carried "under" structure: Interstate 696,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 158,700 (year 2007),  Truck Traffic: 6%,  Features Intersected: I-696,  Facility Carried by Structure: E OF ORCHARD LAKE
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 8.327,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.9m (94.8ft)

Find on map >>   Show street view

Structure Number: 7899,  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: 0. m,  Average Daily Traffic: 58,000 (year 2007),  Truck Traffic: 17%,  Features Intersected: I-696,  Facility Carried by Structure: HAGGERTY RD
Minimum Vertical Clearance: 5.31m (17.42ft),  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)

Find on map >>   Show street view

Structure Number: 79,  Location: 1.7 MI NE OF I-96 (Lat: 42.491681,  Lng: -83.416889),  Route carried "under" structure: Interstate 696,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 152,700 (year 2007),  Truck Traffic: 7%,  Features Intersected: I-696,  Facility Carried by Structure: HALSTEAD RD
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 2.578,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

Find on map >>   Show street view

Structure Number: 7901,  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: 0. m,  Average Daily Traffic: 8,100 (year 2008),  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: 12.4m (40.7ft)

Find on map >>   Show street view

Structure Number: 7902,  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: 0. m,  Average Daily Traffic: 152,700 (year 2007),  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: 21.5m (70.5ft)

Find on map >>   Show street view

Structure Number: 7903,  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: 0. m,  Average Daily Traffic: 158,700 (year 2007),  Truck Traffic: 7%,  Features Intersected: I-696,  Facility Carried by Structure: ORCHARD LAKE RD
Minimum Vertical Clearance: 5.23m (17.16ft),  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)

Find on map >>   Show street view

Structure Number: 7904,  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: 0. m,  Average Daily Traffic: 158,700 (year 2007),  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)

Find on map >>   Show street view

Structure Number: 8124,  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: 0. m,  Average Daily Traffic: 179,634 (year 2007),  Truck Traffic: 8%,  Features Intersected: I-275, I-96,  Facility Carried by Structure: GRAND RIVER AVE
Minimum Vertical Clearance: 5.31m (17.42ft),  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)

Find on map >>   Show street view

Structure Number: 8125,  Location: 1 MI NW OF FARMINGTON (Lat: 42.468125,  Lng: -83.431139),  Route carried "under" structure: Interstate 96,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 179,634 (year 2007),  Truck Traffic: 10%,  Features Intersected: I-96,  Facility Carried by Structure: TEN MILE RD
Minimum Vertical Clearance: 5.77m (18.93ft),  Kilometerpoint: 3.201,  Lanes on structure: 4,  Lanes under structure: 9,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.1m (121.7ft)

Find on map >>   Show street view

Structure Number: 8126,  Location: 1 MI W OF FARMINGTON (Lat: 42.453575,  Lng: -83.431519),  Route carried "under" structure: City street ,  Year Built: 1971,  Structure Length: 0. m,  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: 4.44m (14.57ft),  Kilometerpoint: 4.885,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

Find on map >>   Show street view

Structure Number: 8127,  Location: 1 MI W OF FARMINGTON (Lat: 42.453581,  Lng: -83.431075),  Route carried "under" structure: City street ,  Year Built: 1972,  Structure Length: 0. m,  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: 4.55m (14.93ft),  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)

Find on map >>   Show street view

Structure Number: 13559,  Location: CITY OF FARMINGTON (Lat: 42.495142,  Lng: -83.378181),  Route carried "under" structure: Interstate 696,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 152,700 (year 2007),  Truck Traffic: 6%,  Features Intersected: I-696,  Facility Carried by Structure: FARMINGTON RD (PED
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 5.794,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 39.0m (128.0ft)