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

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Structure Number: 22,  Location: 2 MI W OF MIKADO (Lat: 44.641486,  Lng: -83.444758),  Route carried "on" structure: County highway ,  Year Built: 1992,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 146 (year 2003),  Average Future Daily Traffic: 198 (year 2023),  Design Load: HS 20,  Features Intersected: EAST BRANCH PINE RIVER,  Facility Carried by Structure: DEWAR ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.498,  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,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 50.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 184,  Location: JUST E OF RUSSCHER RD (Lat: 42.729144,  Lng: -86.029839),  Route carried "on" structure: County highway 382,  Year Built: 2009,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 1,640 (year 2008),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,962 (year 2028),  Design Load: HL 93,  Features Intersected: EAST FILLMORE DRAIN,  Facility Carried by Structure: FILLMORE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.881,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 56.4 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: 43.4 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 minimum criteria,  Deck Geometry: Better than 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: October 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 245,  Location: FILLMORE TWP SEC 11-12 (Lat: 42.742667,  Lng: -86.036800),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 1.23m (4.04ft),  Average Daily Traffic: 223 (year 2002),  Truck Traffic: 7%,  Average Future Daily Traffic: 446 (year 2022),  Design Load: H 20,  Features Intersected: S BR MACATAWA RIVER,  Facility Carried by Structure: 50TH STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.724,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.3m (17.4ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 29.2 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: Equal 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: 1357,  Location: 4 MI W OF HOMER (Lat: 42.127567,  Lng: -84.904900),  Route carried "on" structure: County highway ,  Year Built: 1996,  Status: Open,  Structure Length: 3.04m (9.97ft),  Average Daily Traffic: 97 (year 1996),  Average Future Daily Traffic: 181 (year 2024),  Design Load: HS 20,  Features Intersected: ST JOSEPH RIVER,  Facility Carried by Structure: 20 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.861,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.4m (99.7ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 53.5 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 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1359,  Location: 8 MI N OF MARSHALL (Lat: 42.386547,  Lng: -84.956181),  Route carried "on" structure: County highway ,  Year Built: 1969,  Status: Posted for load,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 61 (year 1994),  Truck Traffic: 5%,  Average Future Daily Traffic: 114 (year 2024),  Design Load: HS 20+Mod,  Features Intersected: INDIAN CREEK,  Facility Carried by Structure: 17.5 MI ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.196,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 31.4 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 minimum criteria,  Deck Geometry: Better than present minimum criteria,  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: 20.0 - 29.9% below),  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: 1837,  Location: 0.5 MI N OF M-21 (Lat: 43.005161,  Lng: -84.519067),  Route carried "on" structure: US 127,  Year Built: 1993,  Status: Open,  Structure Length: 3.50m (11.48ft),  Average Daily Traffic: 9,978 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,558 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: FRED MEIJER STATE TRAIL
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.499,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 319,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 62.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1838,  Location: 0.5 MI N OF M-21 (Lat: 43.005175,  Lng: -84.518608),  Route carried "on" structure: US 127,  Year Built: 1993,  Status: Open,  Structure Length: 3.50m (11.48ft),  Average Daily Traffic: 9,978 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,558 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: FRED MEIJER STATE TRAIL
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.502,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 37.6 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1839,  Location: 0.5 MI N OF M-21 (Lat: 43.005078,  Lng: -84.519817),  Route carried "on" structure: US 127,  Year Built: 1993,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 500 (year 1993),  Truck Traffic: 3%,  Average Future Daily Traffic: 500 (year 2010),  Design Load: HS 25 or greater,  Features Intersected: FRED MEIJER STATE TRAIL
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.370,  Lanes on structure: 1,  Base Highway Network: Yes (Inventory Route: 319,  Subroute: 64),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 69.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.5 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1841,  Location: 1.2 MI E OF ST JOHNS (Lat: 43.015958,  Lng: -84.520797),  Route carried "on" structure: County highway ,  Year Built: 1994,  Status: Open,  Structure Length: 9.90m (32.48ft),  Average Daily Traffic: 1,500 (year 1994),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,600 (year 2010),  Design Load: HS 20,  Features Intersected: US-127,  Facility Carried by Structure: WALKER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 16.213,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.8m (120.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 73.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 25.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 1847,  Location: 2.5 MI N OF EAST LANSING (Lat: 42.806072,  Lng: -84.511122),  Route carried "on" structure: Ramp Interstate 69,  Year Built: 1994,  Status: Open,  Structure Length: 17.22m (56.50ft),  Average Daily Traffic: 3,600 (year 1994),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,600 (year 2014),  Design Load: HS 25 or greater,  Features Intersected: US-127, SB&NB US-127 C-D
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.961,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 47.5m (155.8ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 1848,  Location: 2.3 MI N OF EAST LANSING (Lat: 42.802808,  Lng: -84.483717),  Route carried "on" structure: County highway 1975,  Year Built: 1985,  Status: Open,  Structure Length: 8.17m (26.80ft),  Average Daily Traffic: 4,521 (year 1984),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,000 (year 2015),  Design Load: HS 25 or greater,  Features Intersected: I-69,  Facility Carried by Structure: CHANDLER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.473,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.8m (133.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 79.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 47.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 4206,  Location: 7.0 MI WEST M-95 (Lat: 46.279325,  Lng: -88.153981),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 28 (year 1994),  Average Future Daily Traffic: 30 (year 2000),  Design Load: HS 20,  Features Intersected: FENCE RIVER,  Facility Carried by Structure: FENCE RIVER RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.206,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 72.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.5 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: 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: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Preformed Fabric,  Deck Protection: Galvanized Reinforcing

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Structure Number: 4937,  Location: 3.5 MI E OF KENT CITY (Lat: 43.219775,  Lng: -85.680178),  Route carried "on" structure: State highway 46,  Year Built: 2004,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 5,475 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,607 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: DUKE CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.968,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 44,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 69.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.1 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 desirable 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: 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: 6715,  Location: WEST OF STANWOOD (Lat: 43.583619,  Lng: -85.489600),  Route carried "on" structure: US 131,  Year Built: 1979,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 10,938 (year 2007),  Truck Traffic: 13%,  Average Future Daily Traffic: 11,010 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: M-20 (8 MILE ROAD)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 12.986,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 180,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 91.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 54.8 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.12m (13.52ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $141,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $86,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6716,  Location: WEST OF STANWOOD (Lat: 43.583603,  Lng: -85.488836),  Route carried "on" structure: US 131,  Year Built: 1979,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 10,938 (year 2007),  Truck Traffic: 13%,  Average Future Daily Traffic: 11,010 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: M-20 (8 MILE ROAD)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 12.970,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 180,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.12m (13.52ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $141,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $86,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6818,  Location: 5 MI W OF BANAT (Lat: 45.512475,  Lng: -87.800958),  Route carried "on" structure: County highway 5552,  Year Built: 2003,  Status: Open,  Structure Length: 9.82m (32.22ft),  Average Daily Traffic: 176 (year 2003),  Truck Traffic: 3%,  Average Future Daily Traffic: 190 (year 2019),  Design Load: HS 20,  Features Intersected: MENOMINEE RIVER,  Facility Carried by Structure: CHALK HILLS RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.047,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.3m (79.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 50.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 30.5 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: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2021,  Underwater Inspection Date: September 2017,  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: 6902,  Location: 2.5 MI SE OF M-18 (Lat: 43.708342,  Lng: -84.448778),  Route carried "on" structure: US 10,  Year Built: 1962,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 4,500 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,400 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 14.969,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 88,  Subroute: 7),  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 77.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to 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: Latex Concrete

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Structure Number: 9695,  Location: 4.3 MI W OF LUCE CO LINE (Lat: 46.345494,  Lng: -85.950822),  Route carried "on" structure: State highway 28,  Year Built: 1953,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 1,473 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,694 (year 2035),  Design Load: HS 20,  Features Intersected: FOX RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 31.882,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 120,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 58.6 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 minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than 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

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Structure Number: 9728,  Location: 2.7 MI S OF SAGINAW COL (Lat: 43.091150,  Lng: -84.168236),  Route carried "on" structure: State highway 52,  Year Built: 1999,  Status: Open,  Structure Length: 8.52m (27.95ft),  Average Daily Traffic: 5,281 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,665 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: SHIAWASSEE RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 36.895,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 55,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.6m (139.8ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 43.7 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: 2.6 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: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9799,  Location: 5 MILES NORTH OF OWOSSO (Lat: 43.085958,  Lng: -84.184031),  Route carried "on" structure: County highway 7684,  Year Built: 1990,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 870 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,293 (year 2031),  Design Load: HS 20,  Features Intersected: SHIAWASSEE RIVER,  Facility Carried by Structure: HENDERSON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.983,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.4m (76.8ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.6 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 minimum criteria,  Deck Geometry: Superior 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: April 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 98,  Location: 5.5 MILES NORTH OF OWOSSO (Lat: 43.091469,  Lng: -84.153797),  Route carried "on" structure: County highway ,  Year Built: 2010,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 347 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 516 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SIX MILE CREEK,  Facility Carried by Structure: SEYMOUR ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.622,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 76.8 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: 59.0 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 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: April 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: 986,  Location: 0.15 MI N OF HENDERSON (Lat: 43.087578,  Lng: -84.196864),  Route carried "on" structure: County highway ,  Year Built: 2006,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 216 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 321 (year 2025),  Design Load: HS 20,  Features Intersected: NORTH STATE DRAIN,  Facility Carried by Structure: BINGHAM RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.155,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.2m (23.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Channel: Good,  Culverts: Good,  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: Better than present minimum criteria,  Deck Geometry: Equal to 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: April 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10304,  Location: 1.5 MI WEST OF MOOREPARK (Lat: 42.017822,  Lng: -85.664219),  Route carried "on" structure: County highway ,  Year Built: 2014,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 526 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 642,190 (year 2034),  Design Load: Greater than HL93,  Features Intersected: ROCKY RIVER,  Facility Carried by Structure: PULVER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.083,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.5m (70.5ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 82.6 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: 59.3 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,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10683,  Location: 3.0 MI S OF SOUTH HAVEN (Lat: 42.358106,  Lng: -86.278042),  Route carried "on" structure: Interstate 196,  Year Built: 1963,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 8,557 (year 2007),  Truck Traffic: 33%,  Average Future Daily Traffic: 10,230 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: VAN BUREN TRAIL
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 14.346,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 58,  Subroute: 9),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 66.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10684,  Location: 3.0 MI S OF SOUTH HAVEN (Lat: 42.358425,  Lng: -86.278039),  Route carried "on" structure: Interstate 196,  Year Built: 1963,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 8,557 (year 2007),  Truck Traffic: 33%,  Average Future Daily Traffic: 10,230 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: VAN BUREN TRAIL
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 14.412,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 58,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 11.4m (37.4ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 66.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10685,  Location: 1.0 MI NE OF BERRIEN COL (Lat: 42.257664,  Lng: -86.335664),  Route carried "on" structure: County highway 8050,  Year Built: 1963,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 6.76m (22.18ft),  Average Daily Traffic: 450 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 518 (year 2030),  Design Load: H 15,  Features Intersected: I-196,  Facility Carried by Structure: 44 TH AVE (CR376)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.1m (72.5ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 54.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 12972,  Location: RUSH TWP SEC 35 (Lat: 43.054008,  Lng: -84.186308),  Route carried "on" structure: County highway ,  Year Built: 1997,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 712 (year 2011),  Average Future Daily Traffic: 1,060 (year 2031),  Design Load: HS 20,  Features Intersected: STATE ROAD DRAIN,  Facility Carried by Structure: CHIPMAN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 11.364,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: 11.0m (36.1ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Very good,  Channel: 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: 61.9 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 desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 136,  Location: 250' N OF MINNOW POND (Lat: 42.538333,  Lng: -83.432194),  Route carried "on" structure: County highway ,  Year Built: 1995,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 500 (year 2010),  Average Future Daily Traffic: 743 (year 2030),  Design Load: HS 20,  Features Intersected: MINNOW POND,  Facility Carried by Structure: BRIDGEWATER DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.068,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 50.0 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous