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

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Structure Number: 895,  Location: 3.5 MI SW OF NILES (Lat: 41.808350,  Lng: -86.316164),  Route carried "on" structure: Ramp US 31,  Year Built: 1979,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 8,122 (year 2007),  Truck Traffic: 13%,  Average Future Daily Traffic: 9,964 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: AMTRAK RR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.617,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.4m (53.8ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.9 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 8712,  Location: 4.9 MI SW OF KENT CO LINE (Lat: 42.870025,  Lng: -85.862236),  Route carried "on" structure: State highway 121,  Year Built: 1949,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 12,246 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 18,214 (year 2018),  Design Load: HS 20,  Features Intersected: RUSH CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 12.717,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 38.1m (125.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.6m (34.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 37.2m (122.0ft),  Out-to-Out Width: 41.7m (136.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  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: 43.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.07m (3.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $24,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $38,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8713,  Location: 3.7 MI SW OF KENT CO LINE (Lat: 42.880381,  Lng: -85.843389),  Route carried "on" structure: State highway 121,  Year Built: 1941,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 7,552 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,582 (year 2018),  Design Load: H 20,  Features Intersected: RUSH CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 14.641,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 370,  Subroute: 52),  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: 12.5m (41.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.25m (4.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $25,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $30,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8738,  Location: 4.4 MI NE OF I 96 BL (Lat: 42.835267,  Lng: -85.900569),  Route carried "on" structure: Interstate 196,  Year Built: 1971,  Status: Open,  Structure Length: 3.62m (11.88ft),  Average Daily Traffic: 15,999 (year 2007),  Truck Traffic: 13%,  Average Future Daily Traffic: 21,239 (year 2018),  Design Load: HS 20,  Features Intersected: 48TH AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 14.227,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 75,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.4m (53.8ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 80.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: 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: Monolithic Concrete

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Structure Number: 8739,  Location: 4.4 MI NE I 96 BL (Lat: 42.836453,  Lng: -85.900514),  Route carried "on" structure: Interstate 196,  Year Built: 1971,  Status: Open,  Structure Length: 3.62m (11.88ft),  Average Daily Traffic: 15,999 (year 2007),  Truck Traffic: 13%,  Average Future Daily Traffic: 21,239 (year 2018),  Design Load: HS 20,  Features Intersected: 48TH AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 14.345,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 75,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.0m (55.8ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: 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: Monolithic Concrete

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Structure Number: 874,  Location: 1 MI S OF HUDSONVILLE (Lat: 42.848564,  Lng: -85.861350),  Route carried "on" structure: Interstate 196,  Year Built: 1972,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 20,761 (year 2007),  Truck Traffic: 12%,  Average Future Daily Traffic: 26,499 (year 2018),  Design Load: HS 20,  Features Intersected: 32ND AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 17.868,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 75,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 74.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 18 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 8741,  Location: 1 MI S OF HUDSONVILLE (Lat: 42.848964,  Lng: -85.861322),  Route carried "on" structure: Interstate 196,  Year Built: 1972,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 27,778 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 15,700 (year 2039),  Design Load: HS 20,  Features Intersected: 32ND AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 17.934,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 75,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: 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: 65.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  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: Epoxy Overlay

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Structure Number: 8742,  Location: 2.2 MI N OF JAMESTOWN (Lat: 42.858008,  Lng: -85.836364),  Route carried "on" structure: Interstate 196,  Year Built: 1972,  Status: Open,  Structure Length: 3.82m (12.53ft),  Average Daily Traffic: 20,761 (year 2007),  Truck Traffic: 12%,  Average Future Daily Traffic: 26,499 (year 2018),  Design Load: HS 20,  Features Intersected: 22ND AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 20.175,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 75,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.5m (57.4ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.6 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: 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: Epoxy Overlay

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Structure Number: 8743,  Location: 2.2 MI N OF JAMESTOWN (Lat: 42.858433,  Lng: -85.836364),  Route carried "on" structure: Interstate 196,  Year Built: 1972,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 27,778 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 15,700 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: 22ND AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 20.241,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 75,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 17.2m (56.4ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.2m (59.7ft),  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 89.4 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: Better than 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 8811,  Location: 0.75 MILES E OF 48TH AVE (Lat: 42.811103,  Lng: -85.886528),  Route carried "on" structure: County highway 7010,  Year Built: 1980,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 5,810 (year 2020),  Average Future Daily Traffic: 10,500 (year 2040),  Design Load: HS 20,  Features Intersected: KAMPEN-STRUIK DRAIN,  Facility Carried by Structure: BYRON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 19.561,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 60.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  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 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 8883,  Location: SECTION 29 GEORGETOWN TWP (Lat: 42.878172,  Lng: -85.871456),  Route carried "on" structure: County highway ,  Year Built: 1972,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 4,666 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,430 (year 2039),  Design Load: H 20,  Features Intersected: RUSH CREEK,  Facility Carried by Structure: 36TH AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.421,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 35.6 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8893,  Location: SECTION 30 JAMESTOWN TWP (Lat: 42.796658,  Lng: -85.887228),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 620 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,110 (year 2040),  Design Load: H 20,  Features Intersected: KAMPEN STRUIK DRAIN,  Facility Carried by Structure: PERRY ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.943,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 67.4 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 8896,  Location: SECTION 30 JAMESTOWN TWP (Lat: 42.785803,  Lng: -85.881094),  Route carried "on" structure: County highway ,  Year Built: 1998,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 1,190 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,150 (year 2040),  Design Load: HS 20,  Features Intersected: KAMPEN STRUIK DRAIN,  Facility Carried by Structure: 40TH AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.624,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.9m (58.7ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 74.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: October 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 8948,  Location: HUDSONVILLE (Lat: 42.870908,  Lng: -85.862692),  Route carried "on" structure: City street 2001,  Year Built: 1983,  Status: Posted for load,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 750 (year 2004),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,358 (year 2024),  Design Load: HS 20,  Features Intersected: BUTTERMILK CREEK,  Facility Carried by Structure: VAN BUREN ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.981,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.8m (15.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 26.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 15.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: 8949,  Location: HUDSONVILLE (Lat: 42.880883,  Lng: -85.855086),  Route carried "on" structure: City street 2001,  Year Built: 1990,  Status: Open,  Structure Length: 1.70m (5.58ft),  Average Daily Traffic: 11,262 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 20,384 (year 2024),  Design Load: HS 20,  Features Intersected: RUSH CREEK,  Facility Carried by Structure: BALSAM DR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.246,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Fair,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 895,  Location: IN HUDSONVILLE (Lat: 42.853233,  Lng: -85.871903),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 4,681 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,454 (year 2024),  Design Load: HS 20,  Features Intersected: BUTTERMILK CREEK,  Facility Carried by Structure: HIGHLAND DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.879,  Lanes on structure: 2,  Owner: City or Municipal 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: 9.7m (31.8ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 1.5m (4.9ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Channel: Satisfactory,  Culverts: 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: 39.9 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,  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

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Structure Number: 8951,  Location: HUDSONVILLE (Lat: 42.871978,  Lng: -85.862747),  Route carried "on" structure: City street 2001,  Year Built: 2015,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 2,446 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,426 (year 2034),  Design Load: Greater than HL93,  Features Intersected: BUTTERMILK CREEK,  Facility Carried by Structure: OAK STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.702,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 49.2 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: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 12936,  Location: GEORGETOWN TWP SEC 34 (Lat: 42.861975,  Lng: -85.820244),  Route carried "on" structure: State highway 6,  Year Built: 2001,  Status: Open,  Structure Length: 5.69m (18.67ft),  Average Daily Traffic: 16,313 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 19,100 (year 2015),  Design Load: HS 25 or greater,  Features Intersected: I-196 EB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.917,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 370,  Subroute: 7),  Owner: State Highway Agency,  Approaching Roadway Width: 12.6m (41.3ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 53.9m (176.8ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 91.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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: 12937,  Location: GEORGETOWN TWP SEC 35 (Lat: 42.860125,  Lng: -85.816511),  Route carried "on" structure: State highway 6,  Year Built: 2004,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 700 (year 2001),  Truck Traffic: 8%,  Average Future Daily Traffic: 700 (year 2015),  Design Load: HS 25 or greater,  Features Intersected: I-196 WB , RAMP C
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.748,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 370,  Subroute: 67),  Owner: State Highway Agency,  Approaching Roadway Width: 9.3m (30.5ft),  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 67.1m (220.1ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 69.5 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 12938,  Location: GEORGETOWN TWP 35 (Lat: 42.862958,  Lng: -85.815189),  Route carried "on" structure: Ramp Interstate 196,  Year Built: 2004,  Status: Open,  Structure Length: 8.16m (26.77ft),  Average Daily Traffic: 700 (year 2001),  Truck Traffic: 8%,  Average Future Daily Traffic: 700 (year 2015),  Design Load: HS 25 or greater,  Features Intersected: I-196 EB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.402,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.3m (30.5ft),  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 79.3m (260.2ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 90.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 13055,  Location: JAMESTOWN TWP SEC 2 (Lat: 42.856317,  Lng: -85.813397),  Route carried "on" structure: State highway 6,  Year Built: 2002,  Status: Open,  Structure Length: 5.31m (17.42ft),  Average Daily Traffic: 16,313 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 19,800 (year 2015),  Design Load: HS 25 or greater,  Features Intersected: JACKSON ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.783,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 370,  Subroute: 7),  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.1m (59.4ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.7 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior 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: 13056,  Location: JAMESTOWN TWP SEC 2 (Lat: 42.856322,  Lng: -85.813978),  Route carried "on" structure: State highway 6,  Year Built: 2002,  Status: Open,  Structure Length: 5.31m (17.42ft),  Average Daily Traffic: 16,313 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 19,800 (year 2015),  Design Load: HS 25 or greater,  Features Intersected: JACKSON ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.284,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 370,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.1m (59.4ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.4 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior 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: 13586,  Location: 500 FT W OF 32ND AVENUE (Lat: 42.868397,  Lng: -85.863008),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 500 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 700 (year 2030),  Design Load: HS 20,  Features Intersected: BUTTERMILK CREEK,  Facility Carried by Structure: PROSPECT STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.167,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 62.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 57.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 13587,  Location: 20 FT N OF BARRY STREET (Lat: 42.863894,  Lng: -85.861097),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 15,000 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 22,000 (year 2030),  Design Load: HS 20,  Features Intersected: BUTTERMILK CREEK,  Facility Carried by Structure: 32ND AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.690,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 73,  Subroute: 8),  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Channel: Poor,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 13588,  Location: 0.25 MI S OF CHICAGO DR (Lat: 42.867231,  Lng: -85.861331),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 15,000 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 22,000 (year 2030),  Design Load: HS 20,  Features Intersected: BUTTERMILK CREEK,  Facility Carried by Structure: 32ND AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 11.029,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 73,  Subroute: 8),  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 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,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 13589,  Location: 0.4 MI W OF 32ND AVENUE (Lat: 42.856642,  Lng: -85.868939),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 2,000 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,000 (year 2030),  Design Load: HS 20,  Features Intersected: BUTTERMILK CREEK,  Facility Carried by Structure: NEW HOLLAND STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.798,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Channel: Poor,  Culverts: Good,  Operating Rating: 39.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8738,  Location: 4.4 MI NE OF I 96 BL (Lat: 42.835267,  Lng: -85.900569),  Route carried "under" structure: County highway ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 800 (year 1997),  Truck Traffic: 3%,  Features Intersected: 48TH AVE,  Facility Carried by Structure: I-196 EB
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 7.509,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.4m (53.8ft)

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Structure Number: 8739,  Location: 4.4 MI NE I 96 BL (Lat: 42.836453,  Lng: -85.900514),  Route carried "under" structure: County highway ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 800 (year 1997),  Truck Traffic: 3%,  Features Intersected: 48TH AVE,  Facility Carried by Structure: I-196 WB
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 7.640,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.0m (55.8ft)

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Structure Number: 874,  Location: 1 MI S OF HUDSONVILLE (Lat: 42.848564,  Lng: -85.861350),  Route carried "under" structure: County highway 7079,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 9,200 (year 1996),  Truck Traffic: 3%,  Features Intersected: 32ND AVE,  Facility Carried by Structure: I-196 EB
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 9.001,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.7m (117.1ft)

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Structure Number: 8741,  Location: 1 MI S OF HUDSONVILLE (Lat: 42.848964,  Lng: -85.861322),  Route carried "under" structure: County highway 7079,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 9,200 (year 1996),  Truck Traffic: 3%,  Features Intersected: 32ND AVE,  Facility Carried by Structure: I-196 WB
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 9.046,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.7m (117.1ft)

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Structure Number: 8742,  Location: 2.2 MI N OF JAMESTOWN (Lat: 42.858008,  Lng: -85.836364),  Route carried "under" structure: County highway ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 1,400 (year 1997),  Truck Traffic: 3%,  Features Intersected: 22ND AVE,  Facility Carried by Structure: I-196 EB
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 1.957,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.5m (57.4ft)

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Structure Number: 8743,  Location: 2.2 MI N OF JAMESTOWN (Lat: 42.858433,  Lng: -85.836364),  Route carried "under" structure: County highway ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 1,400 (year 1997),  Truck Traffic: 2%,  Features Intersected: 22ND AVE,  Facility Carried by Structure: I-196 WB
Minimum Vertical Clearance: 4.40m (14.44ft),  Kilometerpoint: 2.004,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.2m (59.7ft)

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Structure Number: 12936,  Location: GEORGETOWN TWP SEC 34 (Lat: 42.861975,  Lng: -85.820244),  Route carried "under" structure: Interstate 196,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 17,686 (year 2007),  Truck Traffic: 12%,  Features Intersected: I-196 EB,  Facility Carried by Structure: M-6 WB, RAMP C
Minimum Vertical Clearance: 5.69m (18.67ft),  Kilometerpoint: 21.568,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 53.9m (176.8ft)

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Structure Number: 12937,  Location: GEORGETOWN TWP SEC 35 (Lat: 42.860125,  Lng: -85.816511),  Route carried "under" structure: Interstate 196,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 16,313 (year 2007),  Truck Traffic: 8%,  Features Intersected: I-196 WB , RAMP C,  Facility Carried by Structure: M-6 EB, RAMP D
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 1.289,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 67.1m (220.1ft)

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Structure Number: 12938,  Location: GEORGETOWN TWP 35 (Lat: 42.862958,  Lng: -85.815189),  Route carried "under" structure: Interstate 196,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 17,686 (year 2007),  Truck Traffic: 8%,  Features Intersected: I-196 EB
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 21.996,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 79.3m (260.2ft)

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Structure Number: 13055,  Location: JAMESTOWN TWP SEC 2 (Lat: 42.856317,  Lng: -85.813397),  Route carried "under" structure: County highway ,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 777,777 (year 0000),  Features Intersected: JACKSON ST,  Facility Carried by Structure: M-6 WB
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 2.004,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.1m (59.4ft)

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Structure Number: 13056,  Location: JAMESTOWN TWP SEC 2 (Lat: 42.856322,  Lng: -85.813978),  Route carried "under" structure: County highway ,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 777,777 (year 0000),  Features Intersected: JACKSON ST,  Facility Carried by Structure: M-6 EB
Minimum Vertical Clearance: 7.39m (24.25ft),  Kilometerpoint: 1.955,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.1m (59.4ft)