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

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Structure Number: 128,  Location: 6.0 MI SW OF OTTAWA COL (Lat: 42.733800,  Lng: -86.136203),  Route carried "on" structure: County highway ,  Year Built: 1972,  Status: Open,  Structure Length: 10.06m (33.01ft),  Average Daily Traffic: 1,877 (year 1997),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,158 (year 2017),  Design Load: H 20,  Features Intersected: I-196,  Facility Carried by Structure: 60 TH STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.700,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 61.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum 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

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Structure Number: 129,  Location: 4.9 MI SW OF OTTAWA COL (Lat: 42.736428,  Lng: -86.115753),  Route carried "on" structure: County highway 303,  Year Built: 1972,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 7,959 (year 1997),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,252 (year 2017),  Design Load: H 20,  Features Intersected: I-196,  Facility Carried by Structure: 58 TH STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 20.335,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.7m (123.7ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.4 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: Somewhat better than minimum adequacy,  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: Latex Concrete

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Structure Number: 382,  Location: 2.0 MI SW OF STANDISH (Lat: 43.950522,  Lng: -83.966639),  Route carried "on" structure: US 23,  Year Built: 1968,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 4,566 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,250 (year 2015),  Design Load: HS 25 or greater,  Features Intersected: M-13
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 3.895,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 106,  Subroute: 7),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.3m (53.5ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.8 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 383,  Location: 4.0 MI S OF STANDISH (Lat: 43.926661,  Lng: -83.966533),  Route carried "on" structure: State highway 13,  Year Built: 1937,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 7,706 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,753 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: SAGANING CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.775,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 106,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.0m (32.8ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 87.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 44.1 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: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 384,  Location: 3.0 MI S OF STANDISH (Lat: 43.944569,  Lng: -83.966625),  Route carried "on" structure: State highway 13,  Year Built: 1935,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 2.92m (9.58ft),  Average Daily Traffic: 7,706 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,753 (year 2018),  Design Load: H 20,  Features Intersected: S BR PINE RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.508,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 106,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.7m (31.8ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 22.1m (72.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  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: 54.4 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 403,  Location: 2.0 MI S OF TWINING (Lat: 44.084192,  Lng: -83.806761),  Route carried "on" structure: State highway 65,  Year Built: 2021,  Status: Open,  Structure Length: 0.86m (2.82ft),  Average Daily Traffic: 4,353 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,006 (year 2038),  Design Load: Greater than HL93,  Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.458,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 106,  Subroute: 8),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.6m (28.2ft)

Condition: Channel: Excellent,  Culverts: Excellent,  Operating Rating: 58.3 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: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $4,000,  Total Project Cost: $4,000,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 764,  Location: 2.6 MI EAST OF FRANKFORT (Lat: 44.618303,  Lng: -86.167664),  Route carried "on" structure: County highway 1040,  Year Built: 1960,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 1,329 (year 2008),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,734 (year 2018),  Design Load: HS 20,  Features Intersected: BETSIE RIVER,  Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.558,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.3m (33.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  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: 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Bituminous

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Structure Number: 875,  Location: 0.3 MI NW OF SCOTTDALE (Lat: 42.044350,  Lng: -86.440078),  Route carried "on" structure: State highway 63,  Year Built: 1949,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 8,157 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,140 (year 2018),  Design Load: H 20,  Features Intersected: BIG MEADOW DRAIN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 15.127,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 311,  Subroute: 92),  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.0m (32.8ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 77.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 46.7 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: 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 387,  Location: 2.5 MILES SE OF DIMONDALE (Lat: 42.621839,  Lng: -84.602728),  Route carried "on" structure: County highway 3305,  Year Built: 1961,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 3,010 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,680 (year 2039),  Design Load: HS 20,  Features Intersected: GRAND RIVER,  Facility Carried by Structure: WAVERLY ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.458,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.1m (49.5ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Channel: Good,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 52.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.22m (20.41ft),  Designated Inspection Frequency: Every 19 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $328,000,  Roadway Improvement Cost: $83,000,  Total Project Cost: $411,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4019,  Location: 6.9MI W M66 ON GR RIV AVE (Lat: 42.886789,  Lng: -85.204997),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 1926,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,196 (year 2007),  Truck Traffic: 18%,  Average Future Daily Traffic: 1,392 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: LAKE CREEK,  Facility Carried by Structure: GRAND RIVER AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.745,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 50.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 30.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4021,  Location: 3.85 MI EAST OF SARANAC (Lat: 42.929631,  Lng: -85.121394),  Route carried "on" structure: ServiceCounty highway 3444,  Year Built: 1930,  Status: Posted for load,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 1,537 (year 2007),  Truck Traffic: 13%,  Average Future Daily Traffic: 1,788 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: SESSIONS CREEK,  Facility Carried by Structure: DAVID HWY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.902,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 40.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 24.0 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4022,  Location: 2 MI S OF IONIA 4.6 MI E (Lat: 42.929258,  Lng: -84.981939),  Route carried "on" structure: ServiceCounty highway 3444,  Year Built: 2016,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 1,550 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,305 (year 2035),  Design Load: Greater than HL93,  Features Intersected: LIBHART CREEK,  Facility Carried by Structure: DAVID HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.285,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.9m (52.2ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 57.7 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: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4023,  Location: SECTION 6 PORTLAND TWP (Lat: 42.929144,  Lng: -84.948311),  Route carried "on" structure: ServiceCounty highway 3444,  Year Built: 1992,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 1,381 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,607 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: CARBAUGH-E LIBBART DRAIN,  Facility Carried by Structure: DAVID HIGHWAY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 22.029,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 4024,  Location: 4 MI N PORTLAND DAVID HWY (Lat: 42.929511,  Lng: -84.895553),  Route carried "on" structure: ServiceCounty highway 3444,  Year Built: 1968,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 1,900 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,400 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: GRAND RIVER,  Facility Carried by Structure: DAVID HIGHWAY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 26.336,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.1m (69.2ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 91.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2021,  Underwater Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 4025,  Location: 3.98 MI NE OF SARANAC (Lat: 42.955497,  Lng: -85.126836),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 1963,  Status: Posted for load,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 1,348 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,568 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: SESSIONS CREEK,  Facility Carried by Structure: WEST RIVERSIDE DR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.907,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.6m (34.8ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 27.2 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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4026,  Location: 0.7 MI W VILL LMTS LYONS (Lat: 42.978842,  Lng: -84.974153),  Route carried "on" structure: ServiceCounty highway 3454,  Year Built: 2014,  Status: Open,  Structure Length: 1.35m (4.43ft),  Average Daily Traffic: 1,393 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,625 (year 2034),  Design Load: Greater than HL93,  Features Intersected: LIBHART CREEK,  Facility Carried by Structure: RIVERSIDE DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 20.991,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 58.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4028,  Location: 3 MI N M21 & 3.4 MI E M66 (Lat: 43.030919,  Lng: -85.011469),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 1949,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 589 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 636 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: PRAIRIE CREEK,  Facility Carried by Structure: NICKLE PLATE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.570,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 30.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4031,  Location: .25 MI WEST OF MATHERTON (Lat: 43.067344,  Lng: -84.841772),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 1985,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 116 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 135 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: FISH CREEK,  Facility Carried by Structure: STOUDT RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.097,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.0 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: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4032,  Location: 1.5 MI S OF PALO & 1.2 E (Lat: 43.090650,  Lng: -84.962011),  Route carried "on" structure: ServiceCounty highway 3482,  Year Built: 1927,  Status: Posted for load,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 462 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 646 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: PRAIRIE CREEK,  Facility Carried by Structure: BORDEN RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.395,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.9m (35.8ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Fair,  Channel: Fair,  Operating Rating: 26.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 15.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4033,  Location: 2.25 MI W OF HUBBARDSTON (Lat: 43.090747,  Lng: -84.895572),  Route carried "on" structure: ServiceCounty highway 3482,  Year Built: 2002,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 907 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,055 (year 2027),  Design Load: HS 25 or greater,  Features Intersected: STOUGHTON CREEK,  Facility Carried by Structure: BORDEN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.806,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4034,  Location: .8 MI EAST OF BELDING (Lat: 43.109403,  Lng: -85.211525),  Route carried "on" structure: ServiceCounty highway 3498,  Year Built: 2014,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 1,367 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,376 (year 2036),  Design Load: Greater than HL93,  Features Intersected: FLAT RIVER,  Facility Carried by Structure: LONG LAKE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.331,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 83.3 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: 44.1 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4035,  Location: 3.25 MI NE INT M44 & M91 (Lat: 43.110278,  Lng: -85.205339),  Route carried "on" structure: ServiceCounty highway 3498,  Year Built: 2020,  Status: Open,  Structure Length: 2.73m (8.96ft),  Average Daily Traffic: 1,300 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,405 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: DICKERSON CREEK,  Facility Carried by Structure: LONG LAKE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.848,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.4m (86.6ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 65.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 49.9 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: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 4036,  Location: 8.5 MI N & 5MI E OF IONIA (Lat: 43.112464,  Lng: -84.974156),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 1961,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 549 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 639 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: PRAIRIE CREEK,  Facility Carried by Structure: VAN VLECK ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.734,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.8m (38.7ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  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: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 404,  Location: .5 MI EAST OF SMYRNA (Lat: 43.058628,  Lng: -85.254600),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 1982,  Status: Open,  Structure Length: 2.98m (9.78ft),  Average Daily Traffic: 1,357 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,579 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: FLAT RIVER,  Facility Carried by Structure: BUTTON RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.688,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  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: 32.4 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4042,  Location: 2.5 MI S OF IONIA & 4MI E (Lat: 42.921261,  Lng: -84.995183),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 1986,  Status: Open,  Structure Length: 1.64m (5.38ft),  Average Daily Traffic: 134 (year 2007),  Truck Traffic: 28%,  Average Future Daily Traffic: 156 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: LIBHART CREEK,  Facility Carried by Structure: SUNFIELD HIGHWAY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 16.728,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.4m (53.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 65.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 39.2 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: 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 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7474,  Location: CO 575 0.02 MI S OF EDGAR (Lat: 43.421189,  Lng: -84.964811),  Route carried "on" structure: County highway 5978,  Year Built: 1934,  Year Reconstructed: 1991,  Status: Posted for load,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 233 (year 2003),  Average Future Daily Traffic: 333 (year 2023),  Design Load: HS 20+Mod,  Features Intersected: S BRANCH PINE RIVER,  Facility Carried by Structure: VICKERYVILLE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.962,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 41.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 748,  Location: 0.20 MI W OF SIX LAKES RD (Lat: 43.408881,  Lng: -85.149853),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 1.82m (5.97ft),  Average Daily Traffic: 157 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 218 (year 2023),  Design Load: HS 20+Mod,  Features Intersected: FLAT RIVER,  Facility Carried by Structure: ALMY ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.156,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 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: 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: March 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 752,  Location: 0.50 WEST OF GROVE ROAD (Lat: 43.422653,  Lng: -84.958814),  Route carried "on" structure: County highway ,  Year Built: 1992,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 103 (year 2003),  Average Future Daily Traffic: 131 (year 2023),  Design Load: HS 20,  Features Intersected: WOLF CREEK,  Facility Carried by Structure: EDGAR ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.204,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.6m (57.7ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 75.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7607,  Location: N JCT US-31 BR (Lat: 43.443483,  Lng: -86.339436),  Route carried "on" structure: US 31,  Year Built: 1965,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 8,086 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 7,766 (year 2018),  Design Load: HS 20,  Features Intersected: US-31 BR (FRUITVALE RD)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 40.230,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 85,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 40.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $45,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 761,  Location: 3.5 MI SE OF S JCT US-31 (Lat: 43.369161,  Lng: -86.272919),  Route carried "on" structure: County highway ,  Year Built: 1964,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 1,304 (year 1997),  Truck Traffic: 3%,  Average Future Daily Traffic: 350 (year 1977),  Design Load: H 15,  Features Intersected: US-31 NB,  Facility Carried by Structure: LAKEWOOD RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.375,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 63.8 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7626,  Location: @ US-31 & I-96 INTERCHG (Lat: 43.172981,  Lng: -86.204900),  Route carried "on" structure: County highway 2007,  Year Built: 1961,  Status: Open,  Structure Length: 4.17m (13.68ft),  Average Daily Traffic: 6,514 (year 1996),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,000 (year 2016),  Design Load: HS 20+Mod,  Features Intersected: US-31 RAMP,  Facility Carried by Structure: AIRLINE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.337,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: 44.7 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: 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 763,  Location: 2.0 MI NW OF OTTAWA COL (Lat: 43.137836,  Lng: -86.155081),  Route carried "on" structure: Interstate 96,  Year Built: 1961,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 4.19m (13.75ft),  Average Daily Traffic: 29,245 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 33,632 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: AIRLINE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.662,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 85,  Subroute: 7),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 78.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 47.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 7631,  Location: 2.0 MI NW OF OTTAWA COL (Lat: 43.138528,  Lng: -86.155053),  Route carried "on" structure: Interstate 96,  Year Built: 1961,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 29,245 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 33,632 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: AIRLINE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.617,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 85,  Subroute: 8),  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 85.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 51.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 7641,  Location: 2.0 MI S OF M-46 (Lat: 43.204728,  Lng: -86.154922),  Route carried "on" structure: County highway 2007,  Year Built: 2002,  Status: Open,  Structure Length: 1.35m (4.43ft),  Average Daily Traffic: 7,790 (year 2002),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,600 (year 2022),  Design Load: HS 25 or greater,  Features Intersected: BLACK CREEK,  Facility Carried by Structure: MILLIRON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.605,  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: 12.9m (42.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 78.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  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: 7644,  Location: S CITY LINE OF N MUSKEGON (Lat: 43.267808,  Lng: -86.261808),  Route carried "on" structure: County highway 2007,  Year Built: 1988,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 2,727 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,327 (year 2038),  Design Load: HS 20,  Features Intersected: BEAR CREEK,  Facility Carried by Structure: WITHAM DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.595,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Very good,  Operating Rating: 68.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 8731,  Location: 0.1 MI W OF KENT CO LINE (Lat: 42.876161,  Lng: -85.783564),  Route carried "on" structure: Interstate 196,  Year Built: 1974,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 35,372 (year 2007),  Truck Traffic: 12%,  Average Future Daily Traffic: 52,999 (year 2018),  Design Load: HS 20,  Features Intersected: RUSH CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 25.025,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 75,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.6m (11.8ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 60.9m (199.8ft)

Condition: Channel: Satisfactory,  Culverts: 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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: 877,  Location: 2.5 MI NW OF KENT CO LINE (Lat: 43.038761,  Lng: -85.828539),  Route carried "on" structure: Interstate 96,  Year Built: 1957,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 36,000 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 41,400 (year 2033),  Design Load: HS 20,  Features Intersected: SAND CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 27.798,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 74,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.2m (30.2ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 75.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 45.4 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,  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 Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 8805,  Location: 0.5 MILES E OF HOLLAND (Lat: 42.783428,  Lng: -86.036611),  Route carried "on" structure: County highway 7004,  Year Built: 1975,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 16,240 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 29,330 (year 2040),  Design Load: HS 20,  Features Intersected: BLACK RIVER,  Facility Carried by Structure: ADAMS STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.775,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.1m (36.4ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 75.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 882,  Location: 0.39 MILES S OF LAKEWOOD (Lat: 42.798867,  Lng: -86.077839),  Route carried "on" structure: County highway 2014,  Year Built: 1996,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 20,280 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 36,630 (year 2040),  Design Load: HS 20,  Features Intersected: BLACK RIVER,  Facility Carried by Structure: 120TH STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.383,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 22.7m (74.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.4 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2020,  Underwater Inspection Date: August 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing