Bridge Statistics for Sterling Heights, Michigan (MI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 625,  Location: 1.5 MI W OF BAY CITY (Lat: 43.606019,  Lng: -83.948044),  Route carried "on" structure: Interstate 75,  Year Built: 1960,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 4.23m (13.88ft),  Average Daily Traffic: 18,568 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 46,919 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: GTW RR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.362,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 76,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 643,  Location: 3.0 MI N OF PINCONNING (Lat: 43.897031,  Lng: -84.019861),  Route carried "on" structure: Interstate 75,  Year Built: 1968,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 13,735 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 16,605 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: WHITE FEATHER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 43.961,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 76,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 71.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 6007,  Location: 3.2 MI S OF M-59 (Lat: 42.583628,  Lng: -83.030236),  Route carried "on" structure: State highway 53,  Year Built: 1964,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 30,475 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 35,046 (year 2032),  Design Load: HS 20,  Features Intersected: PLUM CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.949,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 421,  Subroute: 8),  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.3m (53.5ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.4m (53.8ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 63.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.2 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $140,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 6008,  Location: 3.2 MI S OF M-59 (Lat: 42.583647,  Lng: -83.030600),  Route carried "on" structure: State highway 53,  Year Built: 1988,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 30,475 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 35,046 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: PLUM CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.953,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 81,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 65.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 40.2 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6009,  Location: 1.6 MI S OF M-59 (Lat: 42.604136,  Lng: -83.020472),  Route carried "on" structure: State highway 53,  Year Built: 1966,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 26,797 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 32,002 (year 2018),  Design Load: HS 20,  Features Intersected: CLINTON RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.626,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 81,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 601,  Location: 1.6 MI S OF M-59 (Lat: 42.603961,  Lng: -83.020197),  Route carried "on" structure: State highway 53,  Year Built: 1966,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 62,178 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 32,002 (year 2018),  Design Load: HS 20,  Features Intersected: CLINTON RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.570,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 421,  Subroute: 8),  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: 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: 59.0 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 minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 6011,  Location: 1.9 MI S OF M-59 (Lat: 42.602722,  Lng: -83.023369),  Route carried "on" structure: State highway 53,  Year Built: 1963,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 26,797 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 32,002 (year 2018),  Design Load: HS 20,  Features Intersected: UTICA RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.341,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 81,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6012,  Location: 1.2 MI S OF M-59 (Lat: 42.605950,  Lng: -83.016161),  Route carried "on" structure: City street 2058,  Year Built: 1966,  Status: Open,  Structure Length: 9.68m (31.76ft),  Average Daily Traffic: 2,850 (year 1995),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,850 (year 2015),  Design Load: H 15,  Features Intersected: M-53,  Facility Carried by Structure: CLINTON RIVER RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.348,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 64.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.6 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: November 2021,  Other Special Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6013,  Location: 0.4 MI S OF M-59 (Lat: 42.619911,  Lng: -83.012564),  Route carried "on" structure: State highway 53,  Year Built: 1966,  Status: Open,  Structure Length: 4.32m (14.17ft),  Average Daily Traffic: 26,797 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 32,002 (year 2018),  Design Load: HS 20,  Features Intersected: CANAL RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.634,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 81,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 63.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $918,000,  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: 6016,  Location: 1.0 MI S OF M-59 (Lat: 42.609875,  Lng: -83.013458),  Route carried "on" structure: State highway 53,  Year Built: 1966,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 26,797 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 32,002 (year 2018),  Design Load: HS 20,  Features Intersected: 19 MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.500,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 81,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.7m (54.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 55.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 33.0 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: 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: November 2021,  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: 6017,  Location: 1.0 MI S OF M-59 (Lat: 42.609878,  Lng: -83.012983),  Route carried "on" structure: State highway 53,  Year Built: 1966,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 26,797 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 32,002 (year 2018),  Design Load: HS 20,  Features Intersected: 19 MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.484,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 421,  Subroute: 8),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 56.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 33.7 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 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: November 2021,  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: 6018,  Location: 1.9 MI S OF M-59 (Lat: 42.602511,  Lng: -83.023167),  Route carried "on" structure: State highway 53,  Year Built: 1966,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 26,797 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 32,002 (year 2018),  Design Load: HS 20,  Features Intersected: UTICA RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.278,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 421,  Subroute: 8),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6019,  Location: 0.4 MI S OF M-59 (Lat: 42.619819,  Lng: -83.012206),  Route carried "on" structure: State highway 53,  Year Built: 1966,  Status: Open,  Structure Length: 4.32m (14.17ft),  Average Daily Traffic: 26,797 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 32,002 (year 2018),  Design Load: HS 20,  Features Intersected: CANAL RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.604,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 421,  Subroute: 8),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 60.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.6 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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $894,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 605,  Location: 3.1 MI EAST OF M-53 (Lat: 42.628253,  Lng: -82.951917),  Route carried "on" structure: State highway 59,  Year Built: 1993,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 40,518 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 48,734 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: GLOEDE DRAIN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 11.568,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 80,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Out-to-Out Width: 48.8m (160.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 67.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6057,  Location: @ OAKLAND COUNTY LINE (Lat: 42.625342,  Lng: -83.091494),  Route carried "on" structure: State highway 59,  Year Built: 1972,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 44,118 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 63,110 (year 2035),  Design Load: HS 20,  Features Intersected: DEQUINDER RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 80,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.2m (89.2ft),  Curb-To-Curb Width: 19.9m (65.3ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 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,  Inspection Date: May 2021,  Bridge Improvement Cost: $110,000,  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: 6059,  Location: 1.5 MI W OF UTICA (Lat: 42.624206,  Lng: -83.071772),  Route carried "on" structure: State highway 59,  Year Built: 1972,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 3.56m (11.68ft),  Average Daily Traffic: 44,118 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 63,110 (year 2035),  Design Load: HS 20,  Features Intersected: RYAN RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.629,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 80,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.6m (116.8ft),  Curb-To-Curb Width: 19.9m (65.3ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 64.3 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $402,000,  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: 606,  Location: 1.5 MI W OF UTICA (Lat: 42.624461,  Lng: -83.071786),  Route carried "on" structure: State highway 59,  Year Built: 1971,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 3.56m (11.68ft),  Average Daily Traffic: 44,118 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 63,110 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: RYAN RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.627,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 80,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.3m (115.8ft),  Curb-To-Curb Width: 20.5m (67.3ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 96.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.8 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: May 2021,  Bridge Improvement Cost: $101,000,  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: 6061,  Location: 0.5 MI. WEST OF UTICA (Lat: 42.624667,  Lng: -83.054361),  Route carried "on" structure: City street 2058,  Year Built: 1994,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 8,500 (year 1994),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,775 (year 2014),  Design Load: HS 20,  Features Intersected: M-59,  Facility Carried by Structure: U TRN W/MOUND RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.042,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 59.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.7 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 minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  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: 6062,  Location: 0.5 MI. WEST OF UTICA (Lat: 42.624725,  Lng: -83.052306),  Route carried "on" structure: County highway 2058,  Year Built: 1994,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 11,100 (year 1993),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,100 (year 2010),  Design Load: HS 25 or greater,  Features Intersected: M-59,  Facility Carried by Structure: SB MOUND RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.046,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 81,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.0m,  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.1 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: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  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: 6063,  Location: 0.5 MI. WEST UTICA (Lat: 42.624731,  Lng: -83.051875),  Route carried "on" structure: County highway 2058,  Year Built: 1994,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 11,100 (year 1993),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,100 (year 2010),  Design Load: HS 25 or greater,  Features Intersected: M-59,  Facility Carried by Structure: NB MOUND RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 19.667,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 79,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 62.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.2 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: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  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: 6064,  Location: @ OAKLAND COUNTY LINE (Lat: 42.625597,  Lng: -83.091508),  Route carried "on" structure: State highway 59,  Year Built: 1972,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 44,118 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 63,110 (year 2035),  Design Load: HS 20,  Features Intersected: DEQUINDRE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 80,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.2m (89.2ft),  Curb-To-Curb Width: 19.9m (65.3ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 95.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.1 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,  Inspection Date: May 2021,  Bridge Improvement Cost: $583,000,  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: 6065,  Location: 0.5 MI, WEST OF UTICA (Lat: 42.624942,  Lng: -83.049861),  Route carried "on" structure: County highway ,  Year Built: 1994,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 8,500 (year 1994),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,700 (year 2000),  Design Load: HS 20,  Features Intersected: M-59,  Facility Carried by Structure: U TRN E/MOUND RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.043,  Lanes on structure: 2,  Lanes under structure: 6,  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: 2,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.7 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: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  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: 6187,  Location: 0.3 MI W OF VAN DYKE (Lat: 42.536492,  Lng: -83.035686),  Route carried "on" structure: County highway 2058,  Year Built: 1973,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 27,068 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 29,908 (year 2030),  Design Load: HS 20,  Features Intersected: BIG BEAVER CREEK,  Facility Carried by Structure: 14 MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 12.635,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 79,  Subroute: 7),  Owner: County Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.6m (41.3ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 73.5 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: 30.1 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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  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: 6188,  Location: 310 FT W OF HOOVER RD (Lat: 42.537303,  Lng: -83.006069),  Route carried "on" structure: County highway 2058,  Year Built: 2009,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 17,100 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,300 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: RED RUN DRAIN,  Facility Carried by Structure: 14 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.200,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 79,  Subroute: 7),  Owner: County Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 17.6m (57.7ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 24.0 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: High priority of replacement,  Waterway Adequacy: Equal to present minimum 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6194,  Location: 0.5 MI WEST OF VAN DYKE (Lat: 42.565217,  Lng: -83.039358),  Route carried "on" structure: County highway 2058,  Year Built: 1982,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 51,760 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 76,915 (year 2031),  Design Load: HS 25 or greater,  Features Intersected: CONRAIL RAILROAD,  Facility Carried by Structure: METROPOLITAN PKWY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 19.190,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 80,  Subroute: 2),  Owner: County Highway Agency,  Approaching Roadway Width: 34.0m (111.5ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 32.0m (105.0ft),  Out-to-Out Width: 34.3m (112.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 81.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.6 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: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 6195,  Location: 0.1 MI WEST OF UTICA RD (Lat: 42.566442,  Lng: -82.970856),  Route carried "on" structure: County highway 2058,  Year Built: 1958,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 18,230 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 24,556 (year 2031),  Design Load: HS 25 or greater,  Features Intersected: RED RUN DRAIN,  Facility Carried by Structure: EB METRO PARKWAY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.697,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 80,  Subroute: 8),  Owner: County Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.8m (48.6ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 33.0 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Underwater Inspection Date: August 2018,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6203,  Location: 0.3 MI EAST OF DEQUINDRE (Lat: 42.593267,  Lng: -83.082353),  Route carried "on" structure: County highway 2058,  Year Built: 1985,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 18,030 (year 2010),  Truck Traffic: 7%,  Average Future Daily Traffic: 29,551 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: GIBSON DRAIN,  Facility Carried by Structure: 18 MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.620,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 80,  Subroute: 7),  Owner: County Highway Agency,  Approaching Roadway Width: 13.0m (42.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 59.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 6204,  Location: 0.3 MI EAST OF MOUND RD (Lat: 42.594525,  Lng: -83.043747),  Route carried "on" structure: County highway 2058,  Year Built: 1965,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 17,350 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 23,370 (year 2027),  Design Load: HS 20,  Features Intersected: PLUMBROOK DRAIN,  Facility Carried by Structure: 18 MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.790,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 80,  Subroute: 7),  Owner: County Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 93.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 56.1 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.49m (4.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $70,000,  Total Project Cost: $70,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6206,  Location: 418 FT WEST OF GARFIELD (Lat: 42.642136,  Lng: -82.957925),  Route carried "on" structure: County highway ,  Year Built: 1968,  Status: Open,  Structure Length: 1.18m (3.87ft),  Average Daily Traffic: 20,610 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 27,762 (year 2028),  Design Load: HS 20,  Features Intersected: SALT SLANG GLOEDE DRAIN,  Facility Carried by Structure: 21 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.637,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.0m (29.5ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.2m (36.7ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.0m,  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Serious,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 31.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6207,  Location: 0.5 MI EAST OF HAYES ROAD (Lat: 42.641964,  Lng: -82.965228),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 20,610 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 27,762 (year 2028),  Design Load: H 20,  Features Intersected: LEWIS DRAIN,  Facility Carried by Structure: 21 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.038,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 9.0m (29.5ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Inventory Rating: 60.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: 6208,  Location: 0.1MI EAST OF ROMEO PLANK (Lat: 42.671964,  Lng: -82.939547),  Route carried "on" structure: County highway 5050,  Year Built: 2006,  Status: Open,  Structure Length: 2.64m (8.66ft),  Average Daily Traffic: 15,350 (year 2008),  Truck Traffic: 10%,  Average Future Daily Traffic: 25,159 (year 2028),  Design Load: HS 25 or greater,  Features Intersected: MIDDLE BR CLINTON RIVER,  Facility Carried by Structure: 23 MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 12.940,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 80,  Subroute: 6),  Owner: County Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 31.2m (102.4ft)

Condition: Channel: Satisfactory,  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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: 6243,  Location: 0.5 MI NORTH OF 15 MILE (Lat: 42.558633,  Lng: -83.049089),  Route carried "on" structure: County highway 2058,  Year Built: 1977,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 61,212 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 82,453 (year 2026),  Design Load: H 20,  Features Intersected: STERLING RELIEF DRAIN,  Facility Carried by Structure: MOUND RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.438,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 81,  Subroute: 10),  Owner: County Highway Agency,  Approaching Roadway Width: 49.1m (161.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft),  Out-to-Out Width: 76.8m (252.0ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  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: 64.5 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,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 6244,  Location: 0.3 MI N OF 18 MILE RD (Lat: 42.597681,  Lng: -83.050581),  Route carried "on" structure: County highway 2058,  Year Built: 1992,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 18,170 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 22,167 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: PLUM BROOK DRAIN,  Facility Carried by Structure: NB MOUND RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 16.662,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 79,  Subroute: 10),  Owner: County Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 39.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 23.7 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 minimum 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6245,  Location: 0.3 MI N OF 18 MILE RD. (Lat: 42.597758,  Lng: -83.050972),  Route carried "on" structure: County highway 2058,  Year Built: 1991,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 16,870 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 20,581 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: PLUM BROOK DRAIN,  Facility Carried by Structure: SB MOUND RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.043,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 81,  Subroute: 10),  Owner: County Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 76.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 46.0 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,  Waterway Adequacy: Equal to present minimum 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6246,  Location: 0.3 MI SOUTH OF M-59 (Lat: 42.620272,  Lng: -83.032142),  Route carried "on" structure: County highway 2058,  Year Built: 1971,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 21,599 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 29,091 (year 2032),  Design Load: HS 20,  Features Intersected: CLINTON RIVER,  Facility Carried by Structure: VAN DYKE AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.136,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.7m (48.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 22.7m (74.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 61.2 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: 47.3 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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6249,  Location: 0.2 MI S OF 15 MILE RD (Lat: 42.549503,  Lng: -82.989625),  Route carried "on" structure: County highway 2058,  Year Built: 1978,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 33,900 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 35,300 (year 2040),  Design Load: HS 20,  Features Intersected: RED RUN DRAIN,  Facility Carried by Structure: SCHOENHERR RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 11.164,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 79,  Subroute: 10),  Owner: County Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 60.6 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: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  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: 625,  Location: 0.6 MI N OF METRO PKWY (Lat: 42.572481,  Lng: -82.990100),  Route carried "on" structure: County highway 2058,  Year Built: 1991,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 18,181 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 24,490 (year 2027),  Design Load: HS 25 or greater,  Features Intersected: PLUM BROOK DRAIN,  Facility Carried by Structure: SB SCHOENHERR RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.143,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 192,  Subroute: 1),  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 81.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.6 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  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: 6251,  Location: 0.5 MI S OF 16 MILE RD (Lat: 42.560147,  Lng: -82.987750),  Route carried "on" structure: County highway 2058,  Year Built: 1971,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 29,860 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 40,221 (year 2032),  Design Load: HS 20,  Features Intersected: STERLING RELIEF DRAIN,  Facility Carried by Structure: SCHOENHERR RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 12.349,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 79,  Subroute: 10),  Owner: County Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.9m (12.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021