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

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Structure Number: 5541,  Location: IN CLINTON (Lat: 42.071728,  Lng: -83.979425),  Route carried "on" structure: US 12,  Year Built: 1977,  Status: Open,  Structure Length: 2.25m (7.38ft),  Average Daily Traffic: 10,834 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,822 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: RIVER RAISIN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.685,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 346,  Subroute: 9),  Owner: State 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: 22.5m (73.8ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 76.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.26m (7.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $154,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $171,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5578,  Location: 0.1 MI E OF NEWBURG HWY (Lat: 42.042747,  Lng: -83.966033),  Route carried "on" structure: County highway ,  Year Built: 1950,  Status: Posted for load,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 5,403 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,000 (year 2031),  Design Load: H 15,  Features Intersected: NORTH BR RAISIN RIVER,  Facility Carried by Structure: STAIB ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.638,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 26.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 16.2 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 desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 4.57m (14.99ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $450,000,  Roadway Improvement Cost: $60,000,  Total Project Cost: $510,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6049,  Location: 0.7 MI W OF M-97 (Lat: 42.629028,  Lng: -82.889028),  Route carried "on" structure: State highway 59,  Year Built: 1996,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 31,800 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 35,150 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: N BR CLINTON RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 16.657,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 80,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  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: 41.8 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 desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: 6066,  Location: AT S LIMITS OF MT CLEMENS (Lat: 42.590667,  Lng: -82.901425),  Route carried "on" structure: State highway 97,  Year Built: 1948,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 29,299 (year 2007),  Truck Traffic: 13%,  Average Future Daily Traffic: 41,000 (year 2025),  Design Load: HS 20,  Features Intersected: CLINTON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.932,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 80,  Subroute: 9),  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 26.6m (87.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 79.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 47.3 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2020,  Underwater Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6166,  Location: 0.7 MI S OF M-29 (Lat: 42.553178,  Lng: -82.871539),  Route carried "on" structure: Interstate 94,  Year Built: 1964,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 5.29m (17.36ft),  Average Daily Traffic: 49,849 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 45,709 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: HARPER RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 13.693,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 79,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 13 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.3m (79.7ft),  Curb-To-Curb Width: 21.7m (71.2ft),  Out-to-Out Width: 22.7m (74.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 84.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 50.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 6167,  Location: 0.7 MI S OF M-29 (Lat: 42.553353,  Lng: -82.871400),  Route carried "on" structure: Interstate 94,  Year Built: 1964,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 5.29m (17.36ft),  Average Daily Traffic: 49,849 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 45,709 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: HARPER RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 13.805,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 79,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 13 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 21.7m (71.2ft),  Out-to-Out Width: 22.7m (74.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 87.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 52.5 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: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 6189,  Location: 100 FT WEST OF I-94 (Lat: 42.547736,  Lng: -82.880281),  Route carried "on" structure: County highway ,  Year Built: 2016,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 4,538 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,613 (year 2035),  Design Load: Greater than HL93,  Features Intersected: CLINTON HARRISON DRAIN,  Facility Carried by Structure: QUINN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.936,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  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: 16.4m (53.8ft),  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: 12.6m (41.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 86.5 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: 66.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: October 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: 619,  Location: 0.5 MI SOUTH OF CASS AVE (Lat: 42.596189,  Lng: -82.909206),  Route carried "on" structure: County highway ,  Year Built: 2011,  Status: Open,  Structure Length: 7.26m (23.82ft),  Average Daily Traffic: 8,493 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,384 (year 2029),  Design Load: Greater than HL93,  Features Intersected: CLINTON RIVER,  Facility Carried by Structure: MORAVIAN DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.433,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.9m (78.4ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 4.3m (14.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 75.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 39.2 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 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: 6191,  Location: 300FT EAST OF GARFIELD RD (Lat: 42.553575,  Lng: -82.948972),  Route carried "on" structure: County highway 2058,  Year Built: 2003,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 23,660 (year 2007),  Truck Traffic: 15%,  Average Future Daily Traffic: 31,870 (year 2027),  Design Load: H 20,  Features Intersected: HARRINGTON DRAIN,  Facility Carried by Structure: 15 MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 11.462,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

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

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Structure Number: 6198,  Location: 0.75 MI WEST OF M-97 (Lat: 42.568889,  Lng: -82.928611),  Route carried "on" structure: County highway 2058,  Year Built: 1952,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 18,950 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 25,526 (year 2027),  Design Load: HS 25 or greater,  Features Intersected: HARRINGTON DRAIN,  Facility Carried by Structure: WB METRO PARKWAY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.070,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 80,  Subroute: 2),  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.2m (33.5ft),  Curb-To-Curb Width: 15.3m (50.2ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 42.4 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: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: 6201,  Location: JUST WEST OF M-97 (Lat: 42.587844,  Lng: -82.903744),  Route carried "on" structure: County highway ,  Year Built: 1949,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 13,860 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,596 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: HARRINGTON DRAIN,  Facility Carried by Structure: HARRINGTON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.851,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 15.0m (49.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.3m (33.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 74.8 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  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: 6205,  Location: 0.25 MI WEST OF MORAVIAN (Lat: 42.601625,  Lng: -82.910017),  Route carried "on" structure: County highway 2058,  Year Built: 1976,  Status: Open,  Structure Length: 8.68m (28.48ft),  Average Daily Traffic: 30,901 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 45,917 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: NORTH BRANCH CLINTON RIV,  Facility Carried by Structure: CASS AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.124,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 81,  Subroute: 9),  Owner: County Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 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: Satisfactory,  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: 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: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2020,  Underwater Inspection Date: August 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6248,  Location: 0.1 MI SOUTH OF HAYES RD (Lat: 42.568633,  Lng: -82.969403),  Route carried "on" structure: County highway 2058,  Year Built: 1985,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 17,850 (year 2010),  Truck Traffic: 7%,  Average Future Daily Traffic: 21,777 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: RED RUN DRAIN,  Facility Carried by Structure: UTICA RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.939,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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,  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: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6256,  Location: 0.1 MI S OF CLINTON R RD (Lat: 42.577942,  Lng: -82.952078),  Route carried "on" structure: County highway 2058,  Year Built: 1986,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 32,581 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 43,887 (year 2029),  Design Load: HS 25 or greater,  Features Intersected: CLINTON RIVER,  Facility Carried by Structure: GARFIELD RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.029,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 79,  Subroute: 3),  Owner: County Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  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: 32.7 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: 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: August 2020,  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: 6257,  Location: 0.3 MI SOUTH OF M-59 (Lat: 42.623994,  Lng: -82.953325),  Route carried "on" structure: County highway 2058,  Year Built: 1975,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 37,769 (year 2008),  Truck Traffic: 7%,  Average Future Daily Traffic: 50,875 (year 2028),  Design Load: H 20,  Features Intersected: UTICA DRAIN,  Facility Carried by Structure: GARFIELD RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.118,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 79,  Subroute: 3),  Owner: County Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  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: 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 6258,  Location: 0.5 MILES SOUTH OF M-59 (Lat: 42.620203,  Lng: -82.934381),  Route carried "on" structure: County highway 2058,  Year Built: 2009,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 20,070 (year 2008),  Truck Traffic: 6%,  Average Future Daily Traffic: 22,175 (year 2028),  Design Load: HS 20,  Features Intersected: GLOEDE DRAIN,  Facility Carried by Structure: ROMEO PLANK RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.607,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 81,  Subroute: 7),  Owner: County Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 4.3m (14.1ft),  Right: 0.0m,  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 42.1 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: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: July 2021

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Structure Number: 6263,  Location: BET 15 MILE RD AND I-94 (Lat: 42.554494,  Lng: -82.870525),  Route carried "on" structure: County highway 2058,  Year Built: 1964,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 20,760 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 27,964 (year 2029),  Design Load: H 20,  Features Intersected: CLINTON HARRISON DRAIN,  Facility Carried by Structure: HARPER AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 12.503,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 79,  Subroute: 8),  Owner: County Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 65.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: 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,  Length Of Structure Improvement: 2.56m (8.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $235,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $265,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6281,  Location: 0.1 MI NORTH OF 17 MILE (Lat: 42.585100,  Lng: -82.940500),  Route carried "on" structure: County highway ,  Year Built: 1977,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 8,640 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,839 (year 2027),  Design Load: H 20,  Features Intersected: KUKUK DRAIN,  Facility Carried by Structure: CLINTON RIVER RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.078,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 34.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 6315,  Location: 0.5 MI NORTH OF 15 MILE (Lat: 42.561961,  Lng: -82.931647),  Route carried "on" structure: County highway ,  Year Built: 1980,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 4,700 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,405 (year 2038),  Design Load: Greater than HL93,  Features Intersected: HARRINGTON DRAIN,  Facility Carried by Structure: KELLY ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.192,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.5m (31.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: 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: 80.0 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: Better than present minimum 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: 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: 6316,  Location: 0.1 MI NORTH OF CASS AVE (Lat: 42.605975,  Lng: -82.917531),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 11,500 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,200 (year 2039),  Design Load: HS 20,  Features Intersected: MIDDLE BRANCH CLINTON R,  Facility Carried by Structure: HEYDENREICH ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.084,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 93.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 50.9 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,  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: 6317,  Location: 0.5 MI NORTH OF CASS AVE (Lat: 42.608922,  Lng: -82.917433),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 7,290 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,833 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: MILLER DRAIN,  Facility Carried by Structure: HEYDENREICH ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.410,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 56.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 33.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than 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: May 2021

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Structure Number: 6318,  Location: 0.1 MI W OF HEYDENREICH (Lat: 42.619350,  Lng: -82.916647),  Route carried "on" structure: County highway ,  Year Built: 1964,  Status: Posted for load,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 2,740 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,072 (year 2028),  Design Load: H 20,  Features Intersected: MILLER DRAIN,  Facility Carried by Structure: DUNHAM ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.317,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.0m (29.5ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Good,  Channel: Good,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 21.4 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable 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),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11041,  Location: BRIDGEWATER TWP SEC 29&32 (Lat: 42.093214,  Lng: -83.976128),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 1.64m (5.38ft),  Average Daily Traffic: 287 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 518 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: RIVER RAISIN,  Facility Carried by Structure: ALLEN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.626,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  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: 16.4m (53.8ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $260,000,  Total Project Cost: $360,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11042,  Location: BRIDGWATER TWP SEC 20 (Lat: 42.119053,  Lng: -83.974708),  Route carried "on" structure: County highway ,  Year Built: 2006,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 231 (year 2005),  Average Future Daily Traffic: 417 (year 2025),  Design Load: HS 20,  Features Intersected: RIVER RAISIN,  Facility Carried by Structure: WILBUR ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.385,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Inventory Rating: 76.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal 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: July 2021,  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: 11044,  Location: BRIDGEWATER TWP SEC 30 (Lat: 42.091414,  Lng: -84.008808),  Route carried "on" structure: County highway ,  Year Built: 1960,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 138 (year 2005),  Average Future Daily Traffic: 249 (year 2025),  Design Load: H 10,  Features Intersected: IRON CREEK,  Facility Carried by Structure: SHERIDAN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.247,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 6.0m (19.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Critical,  Channel: Poor,  Operating Rating: 39.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 12653,  Location: 4.2 MILES E OF M-53 (Lat: 42.628097,  Lng: -82.931025),  Route carried "on" structure: State highway 59,  Year Built: 1996,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 31,800 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 35,150 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: MIDDLE BR CLINTON RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 13.192,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 80,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 51.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 30.8 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: 12654,  Location: 0.7 MILES W OF M-97 (Lat: 42.628361,  Lng: -82.888828),  Route carried "on" structure: State highway 59,  Year Built: 1996,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 31,800 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 35,150 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: N BR CLINTON RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 11.853,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 82,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 19.6m (64.3ft)

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 Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.3 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 desirable 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: December 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: 13114,  Location: 0.5 MI S OF US-12 (Lat: 42.066603,  Lng: -83.986778),  Route carried "on" structure: County highway ,  Year Built: 1999,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 2,556 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,300 (year 2031),  Design Load: HS 20,  Features Intersected: HULETT DRAIN,  Facility Carried by Structure: MATTHEWS HWY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.637,  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: 9.1m (29.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 42.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 29.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 13571,  Location: 0.2 MI S OF M-59 (Lat: 42.623944,  Lng: -82.950417),  Route carried "on" structure: County highway ,  Year Built: 2005,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 800 (year 2003),  Average Future Daily Traffic: 920 (year 2023),  Design Load: HS 20,  Features Intersected: GLOEDE DRAIN,  Facility Carried by Structure: PARTRIDGE CRK BLVD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.394,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) 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: July 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Other

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Structure Number: 14278,  Location: MANCHESTER TWP SEC 25 (Lat: 42.094900,  Lng: -84.019000),  Route carried "on" structure: County highway ,  Year Built: 2018,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 250 (year 2014),  Truck Traffic: 3%,  Average Future Daily Traffic: 500 (year 2034),  Design Load: HL 93,  Features Intersected: IRON CREEK,  Facility Carried by Structure: VAN TUYLE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Good,  Culverts: 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: 36.3 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: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 6165,  Location: 0.5 MI N OF ST CLAIR SHRS (Lat: 42.547753,  Lng: -82.879289),  Route carried "under" structure: County highway ,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 4,000 (year 1995),  Truck Traffic: 3%,  Features Intersected: QUINN RD,  Facility Carried by Structure: I-94
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 2.018,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.5m (50.9ft)

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Structure Number: 6166,  Location: 0.7 MI S OF M-29 (Lat: 42.553178,  Lng: -82.871539),  Route carried "under" structure: City street 2058,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 21,029 (year 1995),  Features Intersected: HARPER RD,  Facility Carried by Structure: I-94 EB
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 12.334,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.3m (79.7ft)

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Structure Number: 6167,  Location: 0.7 MI S OF M-29 (Lat: 42.553353,  Lng: -82.871400),  Route carried "under" structure: City street 2058,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 21,029 (year 1995),  Features Intersected: HARPER RD,  Facility Carried by Structure: I-94 WB
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 12.357,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 13247,  Location: METROPOLITAN PARKWAY (Lat: 42.568956,  Lng: -82.912478),  Route carried "under" structure: State highway 97,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 36,254 (year 2007),  Truck Traffic: 13%,  Features Intersected: M-97 GROESBECK HWY,  Facility Carried by Structure: BIKE PATH
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 15.256,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Length of Maximum Span: 46.9m (153.9ft)