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

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Structure Number: 416,  Location: 0.1 MI S OF MI PT 193 (Lat: 44.012508,  Lng: -84.041258),  Route carried "on" structure: Interstate 75,  Year Built: 1968,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 7,138 (year 2007),  Truck Traffic: 11%,  Average Future Daily Traffic: 9,916 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: N BRANCH PINE RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 12.017,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 106,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 39.8m (130.6ft)

Condition: Channel: Fair,  Culverts: Poor,  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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2021

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Structure Number: 2781,  Location: NORTHOFUS-23RAMP (Lat: 42.815100,  Lng: -83.727442),  Route carried "on" structure: County highway ,  Year Built: 1928,  Status: Posted for load,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 5,647 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,199 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: SHIAWASSEE RIVER,  Facility Carried by Structure: NORTH ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.098,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.3m (33.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 6.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 4.2 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: High priority of corrective action,  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: > 39.9% below),  Designated Inspection Frequency: Every 8 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2968,  Location: 4.6 MI NE OF WAKEFIELD (Lat: 46.515528,  Lng: -89.880933),  Route carried "on" structure: State highway 28,  Year Built: 2018,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 1,525 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,675 (year 2038),  Design Load: Greater than HL93,  Features Intersected: JACKSON CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 28.966,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 147,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.3m (56.8ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 60.3 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: 46.3 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 desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $6,000,  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: 3144,  Location: SEC 31 SEVILLE TWP (Lat: 43.379183,  Lng: -84.832889),  Route carried "on" structure: County highway 2974,  Year Built: 2009,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 2,000 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,972 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: PINE RIVER,  Facility Carried by Structure: LINCOLN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 37.520,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.2m (105.6ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 66.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5504,  Location: IN MORENCI (Lat: 41.712450,  Lng: -84.211561),  Route carried "on" structure: State highway 156,  Year Built: 1935,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 1,253 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,673 (year 2018),  Design Load: H 15,  Features Intersected: SILVER CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.225,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 12.6m (41.3ft)

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

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Structure Number: 5547,  Location: 0.2 MI W OF M-156 (Lat: 41.738964,  Lng: -84.229467),  Route carried "on" structure: County highway ,  Year Built: 1952,  Status: Closed,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 130 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 300 (year 2031),  Design Load: H 15,  Features Intersected: BEAN CREEK,  Facility Carried by Structure: MULBERRY ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.926,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Poor,  Superstructure: Critical,  Substructure: Good,  Channel: Fair,  Operating Rating: 3.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum 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),  Length Of Structure Improvement: 3.35m (10.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $400,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $450,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5552,  Location: 0.3 MI WEST OF M-156 (Lat: 41.767811,  Lng: -84.238414),  Route carried "on" structure: County highway 4614,  Year Built: 2002,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 476 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,500 (year 2031),  Design Load: HS 20,  Features Intersected: BEAN CREEK,  Facility Carried by Structure: LIME CREEK ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.199,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.5m (31.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Other

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Structure Number: 5554,  Location: 0.25 MI NE OF YANKEE RD (Lat: 41.729261,  Lng: -84.191542),  Route carried "on" structure: County highway 4608,  Year Built: 1985,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 2,044 (year 2010),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,800 (year 2031),  Design Load: HS 20,  Features Intersected: CLEM SMITH DRAIN,  Facility Carried by Structure: WESTON RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.666,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 54.7 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 5663,  Location: 0.1 MI E OF RANGER HWY (Lat: 41.753092,  Lng: -84.248022),  Route carried "on" structure: County highway ,  Year Built: 1999,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 91 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 250 (year 2031),  Design Load: HS 20,  Features Intersected: LIME CREEK,  Facility Carried by Structure: RIDGEVILLE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.391,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 94.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 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: 5666,  Location: 0.4 MI N OF RIDGEVILLE RD (Lat: 41.758911,  Lng: -84.271636),  Route carried "on" structure: County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 2.57m (8.43ft),  Average Daily Traffic: 43 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 100 (year 2024),  Design Load: HS 25 or greater,  Features Intersected: LIME CREEK,  Facility Carried by Structure: WHITE PINE HWY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.935,  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 - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.5m (80.4ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 74.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal 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: 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: 5667,  Location: 0.2 MI N OF RIDGEVILLE RD (Lat: 41.754967,  Lng: -84.251686),  Route carried "on" structure: County highway ,  Year Built: 1982,  Status: Posted for load,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 162 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 700 (year 2031),  Design Load: H 20,  Features Intersected: LIME CRK,  Facility Carried by Structure: RANGER HWY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.856,  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: 25.0m (82.0ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Fair,  Operating Rating: 29.5 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: 15.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 5706,  Location: 0.1 MI S OF MOREY HWY (Lat: 41.755083,  Lng: -84.231983),  Route carried "on" structure: County highway ,  Year Built: 1987,  Status: Open,  Structure Length: 2.92m (9.58ft),  Average Daily Traffic: 58 (year 2010),  Average Future Daily Traffic: 250 (year 2031),  Design Load: HS 20,  Features Intersected: BEAN CREEK,  Facility Carried by Structure: RIDGEVILLE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.859,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 82.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 5712,  Location: 0.2 MI WEST OF WESTON RD (Lat: 41.724672,  Lng: -84.199122),  Route carried "on" structure: County highway ,  Year Built: 1987,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 828 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,300 (year 2031),  Design Load: HS 20,  Features Intersected: SILVERCREEK,  Facility Carried by Structure: W YANKEE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.498,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Satisfactory,  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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 5723,  Location: 0.17 MI WEST OF M-156 (Lat: 41.719467,  Lng: -84.220842),  Route carried "on" structure: City street 604,  Year Built: 1949,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 3,500 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,200 (year 2038),  Design Load: HS 20,  Features Intersected: BEAN CREEK,  Facility Carried by Structure: W MAIN STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 11.723,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 48.0 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: 36.9 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5724,  Location: 0.34 MI EAST OF M-156 (Lat: 41.718347,  Lng: -84.205008),  Route carried "on" structure: City street 604,  Year Built: 2020,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 3,000 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,100 (year 2038),  Design Load: Greater than HL93,  Features Intersected: SILVER CREEK,  Facility Carried by Structure: E MAIN STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.597,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.8m (35.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 93.3 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: 71.9 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: 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6765,  Location: 2.5 MI N OF S COUNTY LINE (Lat: 43.504347,  Lng: -85.392897),  Route carried "on" structure: County highway 5435,  Year Built: 1975,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 341 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 396 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: LITTLE MUSKEGON RIVER,  Facility Carried by Structure: 155TH AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.563,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Serious,  Operating Rating: 55.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 33.4 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 6766,  Location: 0.6 MI SOUTH OF M-20 (Lat: 43.684322,  Lng: -85.457422),  Route carried "on" structure: County highway 5425,  Year Built: 1987,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 4,229 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,670 (year 2039),  Design Load: Greater than HL93,  Features Intersected: RYAN CREEK,  Facility Carried by Structure: NEW MILLPOND ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.925,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.0m (32.8ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 85.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 66.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing