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

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Structure Number: 828,  Location: 3.0 MI S OF BENTON HARBOR (Lat: 42.062456,  Lng: -86.448478),  Route carried "on" structure: Interstate 94,  Year Built: 1960,  Year Reconstructed: 1965,  Status: Open,  Structure Length: 19.63m (64.40ft),  Average Daily Traffic: 34,063 (year 2014),  Truck Traffic: 19%,  Average Future Daily Traffic: 36,163 (year 2035),  Design Load: HS 20,  Features Intersected: ST JOSEPH RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 44.312,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 136,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 14.1m (46.3ft),  Skew: 1 degrees,  Navigation Control: Yes ( Vertical Clearance: 6.0m (19.7ft), Horizontal Clearance: 24.0m (78.7ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 75.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 45.0 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 desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2020,  Underwater Inspection Date: June 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 6404,  Location: 0.5 MI WEST OF MOUND RD (Lat: 42.742017,  Lng: -83.067692),  Route carried "on" structure: County highway ,  Year Built: 1961,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 3,400 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,800 (year 2037),  Design Load: Greater than HL93,  Features Intersected: STONY CREEK,  Facility Carried by Structure: 28 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.377,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.8m (38.7ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 84.6 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: 65.1 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: Equal to present desirable 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: October 2021,  Underwater Inspection Date: August 2018,  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: 6405,  Location: 0.6 MI EAST OF MT VERNON (Lat: 42.763578,  Lng: -83.074447),  Route carried "on" structure: County highway ,  Year Built: 1960,  Status: Posted for load,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 110 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 163 (year 2029),  Design Load: H 20,  Features Intersected: STONY CREEK,  Facility Carried by Structure: INWOOD ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.897,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft)

Condition: Channel: Satisfactory,  Culverts: Poor,  Operating Rating: 15.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 9.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2021

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Structure Number: 6409,  Location: 0.25 MI NORTH OF 26 MILE (Lat: 42.715447,  Lng: -83.091792),  Route carried "on" structure: County highway ,  Year Built: 2016,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 121 (year 2003),  Truck Traffic: 3%,  Average Future Daily Traffic: 133 (year 2023),  Design Load: HL 93,  Features Intersected: STONY CREEK,  Facility Carried by Structure: MT VERNON RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.850,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.1m (16.7ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 62.9 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: 48.6 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: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Steel plate,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 7837,  Location: 2.5 MI E OF I-75 (Lat: 42.644136,  Lng: -83.189339),  Route carried "on" structure: State highway 59,  Year Built: 1966,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 6.18m (20.28ft),  Average Daily Traffic: 39,243 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 47,982 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: CLINTON RIVER TRAIL
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 42.445,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 64,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.0m (75.5ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 70.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.1 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: Superior to present desirable criteria,  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: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7838,  Location: 2.5 MI E OF I-75 (Lat: 42.644286,  Lng: -83.188853),  Route carried "on" structure: State highway 59,  Year Built: 1967,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 6.20m (20.34ft),  Average Daily Traffic: 39,243 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 47,982 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: CLINTON RIVER TRAIL
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.809,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 67,  Subroute: 8),  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.0m (75.5ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  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: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7843,  Location: 3.4 MI E OF I-75 (Lat: 42.644436,  Lng: -83.170836),  Route carried "on" structure: County highway 2059,  Year Built: 2011,  Status: Open,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 21,645 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 22,800 (year 2015),  Design Load: Greater than HL93,  Features Intersected: M-59,  Facility Carried by Structure: CROOKS RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 16.749,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 65,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.2m (105.6ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 26.0m (85.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 47.3 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: 27.2 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: 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: September 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: 7844,  Location: 4.4 MI E OF I-75 (Lat: 42.641686,  Lng: -83.152353),  Route carried "on" structure: County highway 2059,  Year Built: 1966,  Status: Open,  Structure Length: 8.57m (28.12ft),  Average Daily Traffic: 18,303 (year 1996),  Truck Traffic: 3%,  Average Future Daily Traffic: 21,300 (year 2015),  Design Load: H 20,  Features Intersected: M-59,  Facility Carried by Structure: LIVERNOIS RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.385,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 7845,  Location: 1.0 MI W OF M-150 (Lat: 42.635733,  Lng: -83.145497),  Route carried "on" structure: City street ,  Year Built: 1972,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 9.54m (31.30ft),  Average Daily Traffic: 13,146 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 58,967 (year 2018),  Design Load: HS 20,  Features Intersected: M-59,  Facility Carried by Structure: AUBURN RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 11.943,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 70.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.3 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $701,000,  Roadway Improvement Cost: $66,000,  Total Project Cost: $775,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 7846,  Location: @ M-150 (Lat: 42.628256,  Lng: -83.131331),  Route carried "on" structure: State highway 150,  Year Built: 1970,  Status: Open,  Structure Length: 9.96m (32.68ft),  Average Daily Traffic: 35,094 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 26,104 (year 2018),  Design Load: HS 20,  Features Intersected: M-59
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 14.749,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 441,  Subroute: 38),  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 32 degrees,  Material/Design: Steel,  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: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 22.1m (72.5ft),  Out-to-Out Width: 25.7m (84.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $810,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 7847,  Location: 4.0 MI W OF UTICA (Lat: 42.624833,  Lng: -83.111139),  Route carried "on" structure: State highway 59,  Year Built: 1972,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 3.61m (11.84ft),  Average Daily Traffic: 42,820 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 65,390 (year 2035),  Design Load: HS 20,  Features Intersected: JOHN R RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 49.631,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 64,  Subroute: 6),  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: 1,  Length of Maximum Span: 36.1m (118.4ft),  Curb-To-Curb Width: 19.9m (65.3ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 76.6 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: Equal to present minimum criteria,  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

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Structure Number: 785,  Location: 4.0 MI W OF UTICA (Lat: 42.625047,  Lng: -83.111153),  Route carried "on" structure: State highway 59,  Year Built: 1972,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 3.61m (11.84ft),  Average Daily Traffic: 42,820 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 65,390 (year 2035),  Design Load: HS 20,  Features Intersected: JOHN R RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 14.953,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 67,  Subroute: 8),  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: 1,  Length of Maximum Span: 36.1m (118.4ft),  Curb-To-Curb Width: 19.9m (65.3ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 77.4 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,  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: 8151,  Location: BET HAMLIN AND AVON RDS (Lat: 42.653675,  Lng: -83.192822),  Route carried "on" structure: County highway 2059,  Year Built: 1959,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 15,351 (year 1991),  Truck Traffic: 7%,  Average Future Daily Traffic: 19,600 (year 2010),  Design Load: HS 20+Mod,  Features Intersected: CLINTON RIVER,  Facility Carried by Structure: ADAMS ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 13.941,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 441,  Subroute: 61),  Owner: County Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 30.5 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 corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $135,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $159,000 ( Estimate for 2050),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 8152,  Location: SOUTH OF ORION (Lat: 42.750592,  Lng: -83.197283),  Route carried "on" structure: County highway 6381,  Year Built: 1986,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 7,495 (year 1991),  Average Future Daily Traffic: 15,000 (year 2010),  Design Load: HS 20+Mod,  Features Intersected: PAINT CREEK,  Facility Carried by Structure: ADAMS ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 24.695,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 78.7 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: 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: September 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: 8153,  Location: BET HAMLIN AND AVON RDS (Lat: 42.651886,  Lng: -83.173811),  Route carried "on" structure: County highway 2059,  Year Built: 1987,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 24,769 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 28,484 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: CLINTON RIVER,  Facility Carried by Structure: CROOKS ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 17.665,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 65,  Subroute: 10),  Owner: County Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 8154,  Location: BET ORION AND SILVER BELL (Lat: 42.732256,  Lng: -83.164058),  Route carried "on" structure: County highway 2059,  Year Built: 1989,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 350 (year 1997),  Truck Traffic: 5%,  Average Future Daily Traffic: 500 (year 2017),  Design Load: HS 20+Mod,  Features Intersected: PAINT CREEK,  Facility Carried by Structure: GALLAGHER RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.244,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 38.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: September 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Other

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Structure Number: 8155,  Location: BET SNELL AND COLLINS RDS (Lat: 42.732150,  Lng: -83.160647),  Route carried "on" structure: County highway 2059,  Year Built: 2014,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 8,437 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,363 (year 2031),  Design Load: Greater than HL93,  Features Intersected: PAINT CREEK,  Facility Carried by Structure: ORION RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.341,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 4.3m (14.1ft),  Right: 0.0m,  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 49.6 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: 38.2 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: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: 8156,  Location: AT SNELL RD (Lat: 42.730903,  Lng: -83.159436),  Route carried "on" structure: County highway 2059,  Year Built: 1996,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 9,781 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,248 (year 2036),  Design Load: H 20,  Features Intersected: PAINT CREEK,  Facility Carried by Structure: ORION RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.170,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.1m (39.7ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 8161,  Location: BET AVON AND HAMLIN (Lat: 42.665275,  Lng: -83.153381),  Route carried "on" structure: County highway 2059,  Year Built: 2012,  Status: Open,  Structure Length: 2.11m (6.92ft),  Average Daily Traffic: 15,959 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 19,473 (year 2032),  Design Load: HL 93,  Features Intersected: CLINTON RIVER,  Facility Carried by Structure: LIVERNOIS ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 13.043,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.9m (65.3ft),  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: 27.0m (88.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 71.6 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: 52.8 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: Equal to present desirable 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: September 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: 8181,  Location: BET LIVERNOIS AND ROCHEST (Lat: 42.665925,  Lng: -83.152872),  Route carried "on" structure: County highway 2059,  Year Built: 2012,  Status: Open,  Structure Length: 2.06m (6.76ft),  Average Daily Traffic: 15,959 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 19,473 (year 2031),  Design Load: HL 93,  Features Intersected: CLINTON RIVER,  Facility Carried by Structure: AVON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.315,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 60,  Subroute: 2),  Owner: County Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  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: 26.9m (88.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 71.9 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: 39.9 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: Equal to present desirable 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: September 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: 8182,  Location: BET JOHN R AND DEQUINDRE (Lat: 42.671933,  Lng: -83.096617),  Route carried "on" structure: County highway 2059,  Year Built: 1962,  Status: Posted for load,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 18,054 (year 2014),  Truck Traffic: 3%,  Average Future Daily Traffic: 25,000 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: CLINTON RIVER,  Facility Carried by Structure: AVON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.115,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 60,  Subroute: 2),  Owner: County Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Poor,  Channel: Poor,  Operating Rating: 42.8 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: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 1.68m (5.51ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $232,000,  Roadway Improvement Cost: $60,000,  Total Project Cost: $292,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8184,  Location: BET ROCHESTER AND DEQUIND (Lat: 42.685622,  Lng: -83.107511),  Route carried "on" structure: County highway 2059,  Year Built: 2011,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 15,500 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 21,700 (year 2030),  Design Load: Greater than HL93,  Features Intersected: STONY CREEK,  Facility Carried by Structure: PARKDALE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.036,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 97.2 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: 97.2 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 8189,  Location: BET LIVERNOIS AND ROCHEST (Lat: 42.695394,  Lng: -83.146589),  Route carried "on" structure: County highway 2059,  Year Built: 2006,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 23,921 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 32,218 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: PAINT CREEK,  Facility Carried by Structure: TIENKEN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.203,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Inventory Rating: 61.6 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 8192,  Location: EAST OF SHELDON (Lat: 42.697267,  Lng: -83.116597),  Route carried "on" structure: County highway ,  Year Built: 2010,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 17,000 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 23,800 (year 2030),  Design Load: Greater than HL93,  Features Intersected: STONY CREEK,  Facility Carried by Structure: TIENKEN RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.708,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 60.9 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: 47.0 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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 8193,  Location: NORTH OF WASHINGTON RD (Lat: 42.707231,  Lng: -83.102958),  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 107 (year 1985),  Average Future Daily Traffic: 150 (year 2010),  Design Load: HS 20+Mod,  Features Intersected: STONY CREEK,  Facility Carried by Structure: WINKLER MILL
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.216,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Fair,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 8194,  Location: WEST OF LIVERNOIS (Lat: 42.711083,  Lng: -83.157506),  Route carried "on" structure: County highway ,  Year Built: 1964,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 5,000 (year 2015),  Average Future Daily Traffic: 6,800 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: PAINT CREEK,  Facility Carried by Structure: DUTTON
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.154,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Channel: Fair,  Operating Rating: 94.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.44m (8.01ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $18,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8207,  Location: BET ADAMS AND ORION (Lat: 42.739989,  Lng: -83.169428),  Route carried "on" structure: County highway ,  Year Built: 1958,  Status: Posted for load,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 1,750 (year 2015),  Average Future Daily Traffic: 2,400 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: PAINT CREEK,  Facility Carried by Structure: GUNN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.752,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Poor,  Operating Rating: 30.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $18,000 ( Estimate for 2050),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 8208,  Location: BET ADAMS & ORION RD (Lat: 42.739853,  Lng: -83.175447),  Route carried "on" structure: County highway ,  Year Built: 1989,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 352 (year 1997),  Truck Traffic: 5%,  Average Future Daily Traffic: 500 (year 2017),  Design Load: HS 20+Mod,  Features Intersected: PENN CENTRAL RAILROAD,  Facility Carried by Structure: GUNN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.257,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 53.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Gravel,  Deck Protection: Other

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Structure Number: 8277,  Location: 0.1 MI N OF TIENKEN ROAD (Lat: 42.695944,  Lng: -83.146989),  Route carried "on" structure: City street ,  Year Built: 1965,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 1,662 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,662 (year 2013),  Design Load: HS 20,  Features Intersected: PAINT CREEK,  Facility Carried by Structure: KINGSCOVE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.066,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 54.1 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 desirable criteria,  Deck Geometry: 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 8279,  Location: 0.4 MILE N OF WALTON BLVD (Lat: 42.683633,  Lng: -83.159017),  Route carried "on" structure: City street ,  Year Built: 1965,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,589 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,589 (year 2013),  Design Load: HS 20,  Features Intersected: SARGENT CREEK,  Facility Carried by Structure: ROCHDALE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.240,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 54.1 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 desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: 828,  Location: 0.3 MI N OF WALTON BLVD (Lat: 42.684608,  Lng: -83.163728),  Route carried "on" structure: City street ,  Year Built: 1965,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 809 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 809 (year 2013),  Design Load: HS 20,  Features Intersected: SARGENT CREEK,  Facility Carried by Structure: SHAGBARK ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.579,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 54.1 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 desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.81m (2.66ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 13104,  Location: ROCHESTER HILLS (Lat: 42.645339,  Lng: -83.193097),  Route carried "on" structure: County highway ,  Year Built: 2004,  Status: Open,  Structure Length: 9.27m (30.41ft),  Average Daily Traffic: 11,900 (year 2004),  Truck Traffic: 2%,  Average Future Daily Traffic: 11,900 (year 2015),  Design Load: HS 25 or greater,  Features Intersected: M-59,  Facility Carried by Structure: NB ADAMS RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 12.952,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 441,  Subroute: 61),  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.4m (126.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 4.3m (14.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 85.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 13105,  Location: ROCHESTER HILLS (Lat: 42.645397,  Lng: -83.193372),  Route carried "on" structure: County highway ,  Year Built: 2004,  Status: Open,  Structure Length: 9.27m (30.41ft),  Average Daily Traffic: 13,900 (year 2004),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,900 (year 2015),  Design Load: HS 25 or greater,  Features Intersected: M-59,  Facility Carried by Structure: SB ADAMS RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.070,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 441,  Subroute: 55),  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 86.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.8 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 13106,  Location: ROCHESTER HILLS (Lat: 42.646314,  Lng: -83.195958),  Route carried "on" structure: Ramp State highway 59,  Year Built: 2004,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 8,600 (year 2004),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,890 (year 2024),  Design Load: HS 25 or greater,  Features Intersected: ADAMS RD ON RAMP
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.333,  Lanes on structure: 4,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 82.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.8 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 13163,  Location: 0.38 MILES W OF ADAMS RD (Lat: 42.659575,  Lng: -83.200592),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 887 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,200 (year 2014),  Design Load: HS 20,  Features Intersected: GALLOWAY CREEK,  Facility Carried by Structure: BUTLER RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.738,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 54.1 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 desirable 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: November 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7843,  Location: 3.4 MI E OF I-75 (Lat: 42.644436,  Lng: -83.170836),  Route carried "under" structure: State highway 59,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 85,640 (year 2007),  Truck Traffic: 3%,  Features Intersected: M-59,  Facility Carried by Structure: CROOKS RD
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 43.974,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.2m (105.6ft)

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Structure Number: 7844,  Location: 4.4 MI E OF I-75 (Lat: 42.641686,  Lng: -83.152353),  Route carried "under" structure: State highway 59,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 85,640 (year 2007),  Truck Traffic: 3%,  Features Intersected: M-59,  Facility Carried by Structure: LIVERNOIS RD
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 45.564,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 7845,  Location: 1.0 MI W OF M-150 (Lat: 42.635733,  Lng: -83.145497),  Route carried "under" structure: State highway 59,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 85,640 (year 2007),  Truck Traffic: 3%,  Features Intersected: M-59,  Facility Carried by Structure: AUBURN RD
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 46.410,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 7846,  Location: @ M-150 (Lat: 42.628256,  Lng: -83.131331),  Route carried "under" structure: State highway 59,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 85,640 (year 2007),  Truck Traffic: 3%,  Features Intersected: M-59,  Facility Carried by Structure: M-150
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 47.905,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 7847,  Location: 4.0 MI W OF UTICA (Lat: 42.624833,  Lng: -83.111139),  Route carried "under" structure: County highway 2059,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 10,980 (year 1974),  Features Intersected: JOHN R RD,  Facility Carried by Structure: M-59 EB
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 19.767,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.1m (118.4ft)

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Structure Number: 785,  Location: 4.0 MI W OF UTICA (Lat: 42.625047,  Lng: -83.111153),  Route carried "under" structure: County highway 2059,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 10,980 (year 1974),  Features Intersected: JOHN R RD,  Facility Carried by Structure: M-59 WB
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 19.791,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.1m (118.4ft)

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Structure Number: 13104,  Location: ROCHESTER HILLS (Lat: 42.645339,  Lng: -83.193097),  Route carried "under" structure: State highway 59,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 81,056 (year 2007),  Truck Traffic: 2%,  Features Intersected: M-59,  Facility Carried by Structure: NB ADAMS RD
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 42.118,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 13105,  Location: ROCHESTER HILLS (Lat: 42.645397,  Lng: -83.193372),  Route carried "under" structure: State highway 59,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 81,056 (year 2007),  Truck Traffic: 2%,  Features Intersected: M-59,  Facility Carried by Structure: SB ADAMS RD
Minimum Vertical Clearance: 5.87m (19.26ft),  Kilometerpoint: 42.094,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 38.4m (126.0ft)