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

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Structure Number: 4744,  Location: IN KENTWOOD (Lat: 42.928839,  Lng: -85.559842),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 8.99m (29.49ft),  Average Daily Traffic: 4,416 (year 1996),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,850 (year 2020),  Design Load: H 20,  Features Intersected: I-96,  Facility Carried by Structure: FOREST HILL AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.855,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.7m (100.7ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  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: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4839,  Location: 1.0 MI S OF M-11 (Lat: 42.899192,  Lng: -85.577567),  Route carried "on" structure: State highway 37,  Year Built: 1946,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 29,172 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 31,488 (year 2018),  Design Load: HS 20,  Features Intersected: WHISKEY CK(LT PLSTER CR)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 11.634,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 40,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 46.9m (153.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft),  Curb-To-Curb Width: 48.6m (159.4ft),  Out-to-Out Width: 76.6m (251.3ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 44.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 26.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 4846,  Location: 0.6 MI S OF M-11 (Lat: 42.905244,  Lng: -85.581978),  Route carried "on" structure: City street 2001,  Year Built: 1948,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 9,500 (year 1996),  Truck Traffic: 2%,  Average Future Daily Traffic: 12,100 (year 2020),  Design Load: H 20,  Features Intersected: M-37,  Facility Carried by Structure: 32ND ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.708,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.3m (56.8ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 56.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 29.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.24m (17.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $886,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $130,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5063,  Location: 0.50 MI S OF 68TH ST (Lat: 42.833919,  Lng: -85.585161),  Route carried "on" structure: County highway 4143,  Year Built: 1967,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 3,738 (year 2005),  Average Future Daily Traffic: 6,350 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: PLASTER CREEK,  Facility Carried by Structure: HANNA LAKE AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.297,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) 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: November 2021

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Structure Number: 5087,  Location: 200 FT SE OF 60TH ST (Lat: 42.853992,  Lng: -85.589644),  Route carried "on" structure: County highway 4143,  Year Built: 1928,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 25 (year 2006),  Average Future Daily Traffic: 40 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: PLASTER CREEK,  Facility Carried by Structure: WING AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.090,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 42.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 33.0 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 5092,  Location: 0.25 MI E OF SHAFFER AVE (Lat: 42.883514,  Lng: -85.581564),  Route carried "on" structure: City street 2001,  Year Built: 1982,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 22,342 (year 2005),  Average Future Daily Traffic: 37,980 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: PLASTER CREEK,  Facility Carried by Structure: 44TH STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.204,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 26.3m (86.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 514,  Location: 200 FT E OF HANNA LAKE (Lat: 42.854572,  Lng: -85.584339),  Route carried "on" structure: County highway ,  Year Built: 2002,  Status: Open,  Structure Length: 1.11m (3.64ft),  Average Daily Traffic: 7,047 (year 2005),  Average Future Daily Traffic: 11,980 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: ANDERSON COUNTY DRAIN,  Facility Carried by Structure: 60TH STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.982,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.1m (36.4ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Channel: Very good,  Culverts: Very good,  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: 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: Equal to present desirable 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 5141,  Location: 0.30 MI N OF 76TH ST (Lat: 42.830872,  Lng: -85.575272),  Route carried "on" structure: County highway ,  Year Built: 2009,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 5,268 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,515 (year 2029),  Design Load: HS 20,  Features Intersected: SCHOOLEY DRAIN,  Facility Carried by Structure: HAMMOND AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.480,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 69.0 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: 53.1 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: 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: November 2021

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Structure Number: 5142,  Location: 0.20 MI N OF 68TH ST (Lat: 42.844933,  Lng: -85.594836),  Route carried "on" structure: County highway ,  Year Built: 1992,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 540 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 920 (year 2026),  Design Load: HS 20,  Features Intersected: PLASTER CREEK,  Facility Carried by Structure: LEISURE CREEK DRV
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.435,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.9m (35.8ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 5224,  Location: 0.6 MI W OF EAST PARIS AV (Lat: 42.869061,  Lng: -85.577942),  Route carried "on" structure: City street 2001,  Year Built: 1969,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 14,694 (year 1997),  Average Future Daily Traffic: 26,000 (year 2017),  Design Load: HS 20+Mod,  Features Intersected: PLASTER CREEK,  Facility Carried by Structure: 52ND STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.320,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.5m (14.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 97.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 5225,  Location: 0.5 MI W OF EAST PARIS AV (Lat: 42.905250,  Lng: -85.579625),  Route carried "on" structure: County highway ,  Year Built: 2001,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 7,333 (year 2003),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,490 (year 2023),  Design Load: H 20,  Features Intersected: WHISKEY CREEK,  Facility Carried by Structure: 32ND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.901,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Structural Evaluation: 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: June 2021

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Structure Number: 5226,  Location: 0.20 MI S OF 32ND ST (Lat: 42.902247,  Lng: -85.607425),  Route carried "on" structure: City street 2001,  Year Built: 1989,  Status: Open,  Structure Length: 3.53m (11.58ft),  Average Daily Traffic: 21,333 (year 2003),  Average Future Daily Traffic: 31,500 (year 2023),  Design Load: HS 20+Mod,  Features Intersected: PLASTER CREEK,  Facility Carried by Structure: BRETON AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.069,  Lanes on structure: 2,  Owner: City or Municipal 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: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 88.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.3 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5227,  Location: 0.30 MI N OF 36TH ST (Lat: 42.901994,  Lng: -85.587736),  Route carried "on" structure: City street 2001,  Year Built: 1982,  Status: Posted for load,  Structure Length: 4.26m (13.98ft),  Average Daily Traffic: 13,333 (year 2003),  Average Future Daily Traffic: 19,667 (year 2023),  Design Load: HS 20+Mod,  Features Intersected: PLASTER CREEK,  Facility Carried by Structure: SHAFFER AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.055,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 67.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5228,  Location: 300 FT N OF 36TH ST (Lat: 42.899144,  Lng: -85.587581),  Route carried "on" structure: City street 2001,  Year Built: 1983,  Status: Posted for load,  Structure Length: 1.82m (5.97ft),  Average Daily Traffic: 13,333 (year 2003),  Average Future Daily Traffic: 19,667 (year 2023),  Design Load: HS 20+Mod,  Features Intersected: PLASTER CREEK,  Facility Carried by Structure: SHAFFER AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.738,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.2m (59.7ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5229,  Location: 0.2 MI S OF 36TH ST (Lat: 42.895022,  Lng: -85.587311),  Route carried "on" structure: City street 2001,  Year Built: 1983,  Status: Posted for load,  Structure Length: 1.82m (5.97ft),  Average Daily Traffic: 9,333 (year 2003),  Average Future Daily Traffic: 12,700 (year 2023),  Design Load: HS 20+Mod,  Features Intersected: PLASTER CREEK,  Facility Carried by Structure: SHAFFER AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.279,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.2m (59.7ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 12699,  Location: 0.2 MI NORTH 0F 36TH ST (Lat: 42.900483,  Lng: -85.567961),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 15,333 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 27,000 (year 2023),  Design Load: HS 20,  Features Intersected: LITTLE PLASTER CREEK,  Facility Carried by Structure: EAST PARIS AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.130,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  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: 2.9m (9.5ft),  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 53.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.1 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: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 12741,  Location: CALEDONIA TWP SEC 6 (Lat: 42.850858,  Lng: -85.538894),  Route carried "on" structure: State highway 6,  Year Built: 1997,  Status: Open,  Structure Length: 8.02m (26.31ft),  Average Daily Traffic: 20,090 (year 2007),  Truck Traffic: 13%,  Average Future Daily Traffic: 9,082 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: M-37
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 20.349,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 200,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.1m (131.6ft),  Curb-To-Curb Width: 17.6m (57.7ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 22.7 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 12742,  Location: CALENDONIA TWP SEC 6 (Lat: 42.851236,  Lng: -85.539236),  Route carried "on" structure: State highway 6,  Year Built: 1997,  Status: Open,  Structure Length: 8.02m (26.31ft),  Average Daily Traffic: 20,090 (year 2007),  Truck Traffic: 13%,  Average Future Daily Traffic: 8,051 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: M-37
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 20.325,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 200,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.1m (131.6ft),  Curb-To-Curb Width: 17.6m (57.7ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 64.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 22.4 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 12814,  Location: CALEDONIA TWP SEC 5&6 (Lat: 42.853014,  Lng: -85.527783),  Route carried "on" structure: State highway 6,  Year Built: 1999,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 13,761 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 14,900 (year 2015),  Design Load: HS 25 or greater,  Features Intersected: KRAFT AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 21.289,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 200,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.2m (43.3ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 76.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 43.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 12815,  Location: CASCADE TWP SEC 32 (Lat: 42.856597,  Lng: -85.509978),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 10.70m (35.10ft),  Average Daily Traffic: 13,100 (year 1999),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,100 (year 2015),  Design Load: HS 20,  Features Intersected: M-6,  Facility Carried by Structure: 60TH STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.543,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.4m (47.2ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 53.5m (175.5ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 76.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 45.7 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 12818,  Location: CALDONIA TWP SEC 5&6 (Lat: 42.853433,  Lng: -85.527786),  Route carried "on" structure: State highway 6,  Year Built: 1999,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 13,761 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 14,900 (year 2010),  Design Load: HS 25 or greater,  Features Intersected: KRAFT AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 21.292,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 200,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 13.2m (43.3ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 79.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 46.0 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: 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: November 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: 12929,  Location: GAINES TWP SEC 1&2 (Lat: 42.846697,  Lng: -85.565472),  Route carried "on" structure: County highway ,  Year Built: 2001,  Status: Open,  Structure Length: 7.94m (26.05ft),  Average Daily Traffic: 10,100 (year 2000),  Average Future Daily Traffic: 10,100 (year 2015),  Design Load: HS 25 or greater,  Features Intersected: M-6,  Facility Carried by Structure: EAST PARIS AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.592,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.7m (130.2ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Very 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: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than 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 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: 1293,  Location: GAINES TWP SEC 1 (Lat: 42.849414,  Lng: -85.545775),  Route carried "on" structure: County highway ,  Year Built: 2000,  Status: Open,  Structure Length: 11.36m (37.27ft),  Average Daily Traffic: 6,600 (year 2000),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,600 (year 2020),  Design Load: HS 25 or greater,  Features Intersected: M-6,  Facility Carried by Structure: PATTERSON AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.045,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 13.2m (43.3ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 56.8m (186.4ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.0 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: 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 13039,  Location: GAINES TWP SEC 4-5 (Lat: 42.846978,  Lng: -85.624728),  Route carried "on" structure: State highway 6,  Year Built: 2001,  Status: Open,  Structure Length: 5.34m (17.52ft),  Average Daily Traffic: 26,271 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 39,500 (year 2015),  Design Load: HS 25 or greater,  Features Intersected: KALAMAZOO AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 13.068,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 200,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.2m (43.3ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 53.4m (175.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 80.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.3 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1304,  Location: GAINES TWP SEC 4-5 (Lat: 42.847269,  Lng: -85.624753),  Route carried "on" structure: State highway 6,  Year Built: 2001,  Status: Open,  Structure Length: 5.34m (17.52ft),  Average Daily Traffic: 20,090 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 39,500 (year 2015),  Design Load: HS 25 or greater,  Features Intersected: KALAMAZOO AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 13.088,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 200,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 13.2m (43.3ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 53.4m (175.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 74.5 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 13051,  Location: GAINES TWP SEC 2 - 3 (Lat: 42.851103,  Lng: -85.585264),  Route carried "on" structure: State highway 6,  Year Built: 2002,  Status: Open,  Structure Length: 3.80m (12.47ft),  Average Daily Traffic: 20,090 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 31,800 (year 2015),  Design Load: HS 25 or greater,  Features Intersected: HANNA LAKE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 16.411,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 200,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 13.2m (43.3ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.0m (124.7ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 94.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 52.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  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: 13052,  Location: GAINES TWP SEC 2 - 3 (Lat: 42.850803,  Lng: -85.585267),  Route carried "on" structure: State highway 6,  Year Built: 2002,  Status: Open,  Structure Length: 3.80m (12.47ft),  Average Daily Traffic: 20,090 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 31,800 (year 2015),  Design Load: HS 25 or greater,  Features Intersected: HANNA LAKE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 16.411,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 200,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.2m (43.3ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.0m (124.7ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 90.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 47.3 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: Superior to present desirable 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: 13066,  Location: GAINES TWP SEC 3 (Lat: 42.851628,  Lng: -85.589617),  Route carried "on" structure: State highway 6,  Year Built: 2001,  Status: Open,  Structure Length: 1.18m (3.87ft),  Average Daily Traffic: 40,180 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 29,800 (year 2015),  Design Load: HS 25 or greater,  Features Intersected: PLASTER CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 16.051,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 200,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 25.2m (82.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.1m (36.4ft),  Curb-To-Curb Width: 26.4m (86.6ft),  Out-to-Out Width: 62.7m (205.7ft)

Condition: Channel: Fair,  Culverts: Very 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: 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 desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022

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Structure Number: 13067,  Location: GAINES TWP SEC 2 (Lat: 42.848094,  Lng: -85.572411),  Route carried "on" structure: State highway 6,  Year Built: 2002,  Status: Open,  Structure Length: 1.17m (3.84ft),  Average Daily Traffic: 40,180 (year 2007),  Average Future Daily Traffic: 29,800 (year 2015),  Design Load: HS 25 or greater,  Features Intersected: ANDERSON DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.523,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 200,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 25.2m (82.7ft),  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: 44.6m (146.3ft),  Out-to-Out Width: 44.6m (146.3ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 13068,  Location: GAINES TWP SEC 2 (Lat: 42.847783,  Lng: -85.572469),  Route carried "on" structure: State highway 6,  Year Built: 2001,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 40,180 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 29,800 (year 2015),  Design Load: HS 25 or greater,  Features Intersected: FISK DRAIN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 17.522,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 200,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 25.2m (82.7ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb-To-Curb Width: 22.5m (73.8ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 83.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.8 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 13069,  Location: GAINES TWP SEC 2 (Lat: 42.846689,  Lng: -85.568400),  Route carried "on" structure: State highway 6,  Year Built: 2002,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 40,180 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 29,800 (year 2015),  Design Load: HS 25 or greater,  Features Intersected: ANDERSON DRAIN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 17.876,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 200,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 25.2m (82.7ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 26.4m (86.6ft),  Out-to-Out Width: 65.0m (213.3ft)

Condition: Channel: Good,  Culverts: Very 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: 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 desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 1309,  Location: 350 FEET EAST OF WING AVE (Lat: 42.854544,  Lng: -85.589306),  Route carried "on" structure: County highway ,  Year Built: 2001,  Status: Open,  Structure Length: 1.61m (5.28ft),  Average Daily Traffic: 2,895 (year 1997),  Average Future Daily Traffic: 4,350 (year 2017),  Design Load: HS 20,  Features Intersected: PLASTER CREEK,  Facility Carried by Structure: 60 TH STREET
Minimum Vertical Clearance: 9.98m (32.74ft),  Kilometerpoint: 6.576,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 22.2m (72.8ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.0m (49.2ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 60.0m (196.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: 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: November 2021,  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: 13203,  Location: BETWEEN 48TH & 52ND (Lat: 42.873772,  Lng: -85.645264),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 17,543 (year 2005),  Average Future Daily Traffic: 21,222 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: HEYBOER DRAIN,  Facility Carried by Structure: EASTERN AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 12.524,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.9m (55.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 43.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: 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: June 2021

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Structure Number: 13204,  Location: 0.4 MI N OF 60TH STREET (Lat: 42.860986,  Lng: -85.644886),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 17,543 (year 2005),  Average Future Daily Traffic: 21,222 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: CRIPPEN DR(PINE HILL CR),  Facility Carried by Structure: EASTERN AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 11.103,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.5m (44.3ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 43.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 1382,  Location: 1 MI S OF M-21 (Lat: 42.946736,  Lng: -85.567000),  Route carried "on" structure: County highway 2001,  Year Built: 2016,  Status: Open,  Structure Length: 6.47m (21.23ft),  Average Daily Traffic: 13,825 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 16,050 (year 2035),  Design Load: Greater than HL93,  Features Intersected: I-96,  Facility Carried by Structure: CASCADE RD EB (SCH
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 63.3m (207.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 65.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 43.1 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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: 13821,  Location: 1 MI N OF M-21 (Lat: 42.946861,  Lng: -85.567000),  Route carried "on" structure: County highway 2001,  Year Built: 2016,  Status: Open,  Structure Length: 6.47m (21.23ft),  Average Daily Traffic: 13,825 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 16,050 (year 2035),  Design Load: Greater than HL93,  Features Intersected: I-96,  Facility Carried by Structure: CASCADE RD WB (SCH
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 63.3m (207.7ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 69.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 43.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 13856,  Location: 380 FT N OF 60TH STREET (Lat: 42.855978,  Lng: -85.663761),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 18,600 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 24,900 (year 2035),  Design Load: H 20,  Features Intersected: CRIPPEN DRAIN,  Facility Carried by Structure: DIVISION AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.657,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 303,  Subroute: 81),  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 43.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: June 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 13857,  Location: 615 FT N OF 52ND STREET (Lat: 42.871231,  Lng: -85.664281),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 0.71m (2.33ft),  Average Daily Traffic: 15,476 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 22,300 (year 2035),  Design Load: H 20,  Features Intersected: HEYBOER DRAIN,  Facility Carried by Structure: DIVISION AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.355,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 303,  Subroute: 81),  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.9m (9.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 43.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: June 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 14379,  Location: 270 FT W OF PATTERSON AVE (Lat: 42.916803,  Lng: -85.550269),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 100 (year 2020),  Average Future Daily Traffic: 115 (year 2040),  Features Intersected: LITTLE PLASTER CREEK,  Facility Carried by Structure: WOODCREEK DR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.925,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than 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: June 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4744,  Location: IN KENTWOOD (Lat: 42.928839,  Lng: -85.559842),  Route carried "under" structure: Interstate 96,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 49,964 (year 2007),  Truck Traffic: 14%,  Features Intersected: I-96,  Facility Carried by Structure: FOREST HILL AVENUE
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 26.428,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.7m (100.7ft)

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Structure Number: 4846,  Location: 0.6 MI S OF M-11 (Lat: 42.905244,  Lng: -85.581978),  Route carried "under" structure: State highway 37,  Year Built: 1948,  Structure Length: 0. m,  Average Daily Traffic: 28,862 (year 2007),  Truck Traffic: 4%,  Features Intersected: M-37,  Facility Carried by Structure: 32ND ST
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 12.397,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.3m (56.8ft)

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Structure Number: 4847,  Location: 0.5 MI S OF M-11 (Lat: 42.905825,  Lng: -85.582225),  Route carried "under" structure: State highway 37,  Year Built: 1948,  Structure Length: 0. m,  Average Daily Traffic: 28,862 (year 2007),  Truck Traffic: 4%,  Features Intersected: M-37,  Facility Carried by Structure: CSX RR
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 12.465,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.0m (78.7ft)

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Structure Number: 5066,  Location: 0.20 MI S OF 36TH STREET (Lat: 42.894386,  Lng: -85.547772),  Route carried "under" structure: County highway 2001,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 31,913 (year 2002),  Features Intersected: PATTERSON AVE,  Facility Carried by Structure: CSX TRANSPORTATION
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 3.772,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 12741,  Location: CALEDONIA TWP SEC 6 (Lat: 42.850858,  Lng: -85.538894),  Route carried "under" structure: State highway 37,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 25,432 (year 2007),  Truck Traffic: 5%,  Features Intersected: M-37,  Facility Carried by Structure: M-6 EB
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 5.411,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.1m (131.6ft)

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Structure Number: 12742,  Location: CALENDONIA TWP SEC 6 (Lat: 42.851236,  Lng: -85.539236),  Route carried "under" structure: State highway 37,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 25,420 (year 2007),  Truck Traffic: 5%,  Features Intersected: M-37,  Facility Carried by Structure: M-6 WB
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 5.456,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.1m (131.6ft)