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

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Structure Number: 1733,  Location: SEC. 24-25 GRANT TWP. (Lat: 43.843919,  Lng: -84.728792),  Route carried "on" structure: County highway ,  Year Built: 1981,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 950 (year 2006),  Average Future Daily Traffic: 1,700 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: MC CURRAN CREEK,  Facility Carried by Structure: COLONVILLE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.167,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.2m (36.7ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1738,  Location: GRANT TWP SEC 30 (Lat: 43.829939,  Lng: -84.838211),  Route carried "on" structure: County highway ,  Year Built: 2010,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 1,000 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,800 (year 2029),  Features Intersected: S BR TOBACCO RIVER,  Facility Carried by Structure: BEAVER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.518,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5572,  Location: 0.5 MI W OF WILMOTH HWY (Lat: 41.919478,  Lng: -83.974075),  Route carried "on" structure: County highway 4650,  Year Built: 2008,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 1,382 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,314 (year 2031),  Design Load: HS 25 or greater,  Features Intersected: RIVER RAISIN,  Facility Carried by Structure: LABERDEE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.395,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 94.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 867,  Location: 2.7 MI S OF M-32 (Lat: 44.991203,  Lng: -84.681342),  Route carried "on" structure: Interstate 75,  Year Built: 1962,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 6,791 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,705 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: D&M RR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 16.154,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 108,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 14 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 17 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $129,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 8671,  Location: 2.7 MI S OF M-32 (Lat: 44.990836,  Lng: -84.681372),  Route carried "on" structure: Interstate 75,  Year Built: 1962,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 6,791 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,705 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: D&M RR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 16.149,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 108,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 14 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 17 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $129,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 8674,  Location: 5.1 MI S OF M-32 (Lat: 44.957897,  Lng: -84.674225),  Route carried "on" structure: Interstate 75,  Year Built: 1961,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 7,041 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 11,274 (year 2018),  Design Load: HS 20,  Features Intersected: CHARLES BRINK RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 12.157,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 108,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 61.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.9 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: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2020,  Other Special Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 8675,  Location: 5.1 MI S OF M-32 (Lat: 44.957903,  Lng: -84.673453),  Route carried "on" structure: Interstate 75,  Year Built: 1961,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 7,041 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 11,274 (year 2018),  Design Load: HS 20,  Features Intersected: CHARLES BRINK RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 12.108,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 108,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 1 degrees,  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: 12.0m (39.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 51.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 30.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 8677,  Location: IN GAYLORD (OVER M-32 ) (Lat: 45.027392,  Lng: -84.688247),  Route carried "on" structure: Interstate 75,  Year Built: 1961,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 6,791 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,190 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: M-32
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 20.359,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 108,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 20.0m (65.6ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 39.5 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 8678,  Location: IN GAYLORD (OVER M-32) (Lat: 45.027397,  Lng: -84.687633),  Route carried "on" structure: Interstate 75,  Year Built: 1961,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 6,791 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,190 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: M-32
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 20.304,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 108,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 80.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.0 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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 13401,  Location: SOUTH END OF GAYLORD (Lat: 45.003383,  Lng: -84.685289),  Route carried "on" structure: Interstate 75,  Year Built: 2009,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 6,450 (year 2008),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,700 (year 2028),  Design Load: HS 25 or greater,  Features Intersected: MC COY ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 17.610,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 108,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.8m (117.5ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 91.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 40.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 13402,  Location: SOUTH END OF GAYLORD (Lat: 45.003492,  Lng: -84.686078),  Route carried "on" structure: Interstate 75,  Year Built: 2009,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 6,450 (year 2008),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,700 (year 2028),  Design Load: HS 25 or greater,  Features Intersected: MC COY ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 17.670,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 108,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.8m (117.5ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 91.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 40.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  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: 1365,  Location: 2.0 MI NE OF GAYLORD (Lat: 45.070214,  Lng: -84.640753),  Route carried "on" structure: County highway ,  Year Built: 2013,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 505 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 912 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: STURGEON RIVER,  Facility Carried by Structure: POQUETTE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 16.941,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 54.8 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: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than 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: August 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Other

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Structure Number: 13912,  Location: 0.4 W OF OLD 27 (Lat: 45.056333,  Lng: -84.682217),  Route carried "on" structure: County highway ,  Year Built: 2009,  Status: Posted for load,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 200 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 225 (year 2020),  Design Load: H 10,  Features Intersected: GAYLORD/MAC RAIL TRAIL,  Facility Carried by Structure: CONGDON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.273,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 2.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 1.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 8674,  Location: 5.1 MI S OF M-32 (Lat: 44.957897,  Lng: -84.674225),  Route carried "under" structure: County highway 6945,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 450 (year 1988),  Features Intersected: CHARLES BRINK RD,  Facility Carried by Structure: I-75 SB
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 0.591,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.5m (41.0ft)

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Structure Number: 8675,  Location: 5.1 MI S OF M-32 (Lat: 44.957903,  Lng: -84.673453),  Route carried "under" structure: County highway 6945,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 450 (year 1988),  Features Intersected: CHARLES BRINK RD,  Facility Carried by Structure: I-75 NB
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.652,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.5m (41.0ft)

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Structure Number: 8676,  Location: 2.7 MI S OF M-32 (Lat: 44.987883,  Lng: -84.677158),  Route carried "under" structure: Interstate 75,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 14,082 (year 2007),  Truck Traffic: 10%,  Features Intersected: I-75,  Facility Carried by Structure: OLD US-27,ALBA RD
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 15.659,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 8677,  Location: IN GAYLORD (OVER M-32 ) (Lat: 45.027392,  Lng: -84.688247),  Route carried "under" structure: State highway 32,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 23,981 (year 2007),  Truck Traffic: 5%,  Features Intersected: M-32,  Facility Carried by Structure: I-75 SB
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 17.026,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 8678,  Location: IN GAYLORD (OVER M-32) (Lat: 45.027397,  Lng: -84.687633),  Route carried "under" structure: State highway 32,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 27,196 (year 2007),  Truck Traffic: 3%,  Features Intersected: M-32,  Facility Carried by Structure: I-75 NB
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 17.074,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 8679,  Location: 3.0 MI N OF M-32 (Lat: 45.070822,  Lng: -84.688947),  Route carried "under" structure: Interstate 75,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 13,036 (year 2007),  Truck Traffic: 7%,  Features Intersected: I-75,  Facility Carried by Structure: PARMATER RD
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 25.157,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.9m (58.7ft)

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Structure Number: 13401,  Location: SOUTH END OF GAYLORD (Lat: 45.003383,  Lng: -84.685289),  Route carried "under" structure: County highway 42,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 2,070 (year 2008),  Truck Traffic: 5%,  Features Intersected: MC COY ROAD,  Facility Carried by Structure: I-75 NB
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.174,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 35.8m (117.5ft)

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Structure Number: 13402,  Location: SOUTH END OF GAYLORD (Lat: 45.003492,  Lng: -84.686078),  Route carried "under" structure: County highway 42,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 2,070 (year 2008),  Features Intersected: MC COY ROAD,  Facility Carried by Structure: I-75 SB
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 0.134,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 35.8m (117.5ft)