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

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Structure Number: 6252,  Location: 0.6 MI N OF METRO. PKWY (Lat: 42.572411,  Lng: -82.989750),  Route carried "on" structure: County highway 2058,  Year Built: 1991,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 17,794 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 23,968 (year 2027),  Design Load: HS 25 or greater,  Features Intersected: PLUM BROOK DRAIN,  Facility Carried by Structure: NB SCHOENHERR RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 13.739,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 79,  Subroute: 10),  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 81.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.6 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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6253,  Location: 0.6 MI NORTH OF UTICA RD (Lat: 42.585200,  Lng: -82.992564),  Route carried "on" structure: County highway 2058,  Year Built: 1992,  Status: Open,  Structure Length: 4.87m (15.98ft),  Average Daily Traffic: 12,750 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,174 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: CLINTON RIVER,  Facility Carried by Structure: SCHOENHERR RD NBD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 15.251,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 79,  Subroute: 10),  Owner: County Highway Agency,  Approaching Roadway Width: 8.0m (26.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.7m (77.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 65.8 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: 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6254,  Location: 0.6 MI NORTH OF UTICA RD (Lat: 42.585264,  Lng: -82.992908),  Route carried "on" structure: County highway 2058,  Year Built: 1992,  Status: Open,  Structure Length: 4.87m (15.98ft),  Average Daily Traffic: 21,510 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 28,974 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: CLINTON RIVER,  Facility Carried by Structure: SCHOENHERR RD SBD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.631,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 192,  Subroute: 1),  Owner: County Highway Agency,  Approaching Roadway Width: 8.0m (26.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.7m (77.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 65.8 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: 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6255,  Location: 0.1 MI NORTH OF UTICA RD (Lat: 42.570069,  Lng: -82.971036),  Route carried "on" structure: County highway 2058,  Year Built: 1989,  Status: Open,  Structure Length: 4.87m (15.98ft),  Average Daily Traffic: 28,380 (year 2010),  Truck Traffic: 7%,  Average Future Daily Traffic: 42,173 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: CLINTON RIVER,  Facility Carried by Structure: HAYES RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.097,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.7m (77.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 94.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 53.8 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: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2021,  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

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Structure Number: 6341,  Location: MACOMB TWP SEC 31 & 32 (Lat: 42.627897,  Lng: -82.953453),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 22,188 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 32,971 (year 2028),  Design Load: HS 25 or greater,  Features Intersected: SALT SLANG GLOEDE DRAIN,  Facility Carried by Structure: GARFIELD RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.551,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.9m (35.8ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 38.4m (126.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 57.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

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Structure Number: 6345,  Location: 0.2 MI E OF ROMEO PLANK (Lat: 42.642764,  Lng: -82.933475),  Route carried "on" structure: County highway ,  Year Built: 1979,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 17,600 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,600 (year 2039),  Design Load: HS 20,  Features Intersected: MIDDLE BR CLINTON RIVER,  Facility Carried by Structure: 21 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.644,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 55.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 6348,  Location: 0.8 MI EAST OF HAYES ROAD (Lat: 42.656753,  Lng: -82.960439),  Route carried "on" structure: County highway ,  Year Built: 2021,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 15,930 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 21,458 (year 2041),  Design Load: Greater than HL93,  Features Intersected: SALT SLANG GLOEDE DRAIN,  Facility Carried by Structure: 22 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.439,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.9m (22.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Channel: Very good,  Culverts: Excellent,  Operating Rating: 60.9 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: 47.0 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,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6349,  Location: 0.1 MI E OF ROMEO PLANK (Lat: 42.657428,  Lng: -82.934856),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 4.87m (15.98ft),  Average Daily Traffic: 12,400 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,100 (year 2041),  Design Load: HS 20,  Features Intersected: MIDDLE BR CLINTON RIVER,  Facility Carried by Structure: 22 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 11.538,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.4m (76.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 70.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.6 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: High priority of corrective action,  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: 6361,  Location: 0.5 MILE N OF M-59 (Lat: 42.634600,  Lng: -82.965900),  Route carried "on" structure: County highway ,  Year Built: 1979,  Status: Open,  Structure Length: 1.69m (5.54ft),  Average Daily Traffic: 4,490 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,672 (year 2028),  Design Load: H 20,  Features Intersected: DUNN-BANISTER DRAIN,  Facility Carried by Structure: TILCH RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.291,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.0m (16.4ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

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

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Structure Number: 6422,  Location: WEST OF RYAN RD (Lat: 42.550042,  Lng: -83.077458),  Route carried "on" structure: City street 2058,  Year Built: 1984,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 26,949 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 30,400 (year 2020),  Design Load: HS 20+Mod,  Features Intersected: BIG BEAVER DRAIN,  Facility Carried by Structure: 15 MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.885,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.2m (13.8ft),  Out-to-Out Width: 50.9m (167.0ft)

Condition: Channel: Serious,  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: 66.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: 6423,  Location: EAST OF SCHOENHERR RD (Lat: 42.552389,  Lng: -82.985856),  Route carried "on" structure: City street 2058,  Year Built: 1992,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 23,432 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,790 (year 2036),  Design Load: HS 20,  Features Intersected: RED RUN DRAIN,  Facility Carried by Structure: 15 MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.430,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 47.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 21.00m (68.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $314,000,  Total Project Cost: $314,000 ( Estimate for 2017),  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: 6424,  Location: EAST OF VAN DYKE (M53) (Lat: 42.580525,  Lng: -83.025319),  Route carried "on" structure: City street ,  Year Built: 1984,  Year Reconstructed: 2003,  Status: Posted for load,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 13,790 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,900 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: PLUMBROOK DRAIN,  Facility Carried by Structure: 17 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.261,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Good,  Channel: Good,  Operating Rating: 9.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 7.1 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: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6425,  Location: EAST OF MOUND RD (Lat: 42.580075,  Lng: -83.039942),  Route carried "on" structure: City street ,  Year Built: 1981,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 6.54m (21.46ft),  Average Daily Traffic: 17,580 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 21,500 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: CONRAIL RAILROAD,  Facility Carried by Structure: 17 MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.061,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.6m (80.7ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 22.0m (72.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 87.2 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: Somewhat better than minimum adequacy,  Underclear: 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: 6426,  Location: EAST OF VAN DYKE AVE (Lat: 42.614211,  Lng: -83.025967),  Route carried "on" structure: City street ,  Year Built: 1964,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 9,479 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,430 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: CLINTON RIVER,  Facility Carried by Structure: RIVERLAND DR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.496,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 91.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 55.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.50m (34.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $425,000,  Total Project Cost: $425,000 ( Estimate for 2017),  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: 6427,  Location: S OF 15 MILE RD (Lat: 42.549464,  Lng: -83.069236),  Route carried "on" structure: City street 2058,  Year Built: 1983,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 36,409 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 46,200 (year 2020),  Design Load: HS 20+Mod,  Features Intersected: BIG BEAVER DRAIN,  Facility Carried by Structure: RYAN RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 11.366,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Out-to-Out Width: 54.8m (179.8ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: 6428,  Location: NORTH OF 18.5 MILE RD (Lat: 42.601464,  Lng: -83.071092),  Route carried "on" structure: City street 2058,  Year Built: 1999,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 11,392 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,400 (year 2020),  Design Load: HS 25 or greater,  Features Intersected: PLUM BROOK DRAIN,  Facility Carried by Structure: RYAN RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 17.143,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: 6429,  Location: 0.5 MILE N OF 15 MILE RD (Lat: 42.560847,  Lng: -83.009986),  Route carried "on" structure: City street 2058,  Year Built: 1978,  Status: Open,  Structure Length: 1.79m (5.87ft),  Average Daily Traffic: 16,407 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 21,200 (year 2020),  Design Load: HS 20+Mod,  Features Intersected: STERLING RELIEF DRAIN,  Facility Carried by Structure: DODGE PARK RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.020,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.9m (12.8ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 44.7 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 desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: 643,  Location: N OF 16 MILE RD (Lat: 42.574281,  Lng: -83.010556),  Route carried "on" structure: City street 2058,  Year Built: 1973,  Status: Open,  Structure Length: 2.95m (9.68ft),  Average Daily Traffic: 13,796 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,800 (year 2020),  Design Load: HS 20+Mod,  Features Intersected: PLUM BROOK DRAIN,  Facility Carried by Structure: DODGE PARK RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.512,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 52.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6431,  Location: NORTH OF 14 MILE RD (Lat: 42.538417,  Lng: -83.003811),  Route carried "on" structure: City street 2058,  Year Built: 1985,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 11,677 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,850 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: RED RUN DRAIN,  Facility Carried by Structure: MAPLE LANE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.135,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 52.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present 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: 20.00m (65.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $160,000,  Total Project Cost: $160,000 ( Estimate for 2017),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6432,  Location: EAST OF RYAN RD (Lat: 42.601450,  Lng: -83.057922),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 1,585 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,700 (year 2020),  Design Load: HS 25 or greater,  Features Intersected: PLUM BROOK DRAIN,  Facility Carried by Structure: 18.5 MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.115,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Out-to-Out Width: 61.0m (200.1ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 13061,  Location: 0.1 M W OF GARFIELD RD (Lat: 42.635214,  Lng: -82.958489),  Route carried "on" structure: County highway ,  Year Built: 2001,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 350 (year 2001),  Average Future Daily Traffic: 570 (year 2021),  Design Load: HS 20,  Features Intersected: GLODE DRAIN,  Facility Carried by Structure: EAST VIEW DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.183,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.2m (23.6ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Other

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Structure Number: 13207,  Location: 0.3 MI N OF 18 MILE RD (Lat: 42.599317,  Lng: -83.029314),  Route carried "on" structure: State highway 53,  Year Built: 2004,  Status: Open,  Structure Length: 5.54m (18.18ft),  Average Daily Traffic: 26,797 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,930 (year 2025),  Design Load: HS 25 or greater,  Features Intersected: VAN DYKE RD & M-53 RMP
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.720,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 81,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 62.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 13533,  Location: JUST S OF 17 MILE RD (Lat: 42.579722,  Lng: -83.030278),  Route carried "on" structure: State highway 53,  Year Built: 1988,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 61,396 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 72,398 (year 2018),  Features Intersected: MOORES DRAIN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.536,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 421,  Subroute: 8),  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 13577,  Location: 0.5 MI N OF 22 MI RD (Lat: 42.663722,  Lng: -82.965583),  Route carried "on" structure: County highway ,  Year Built: 1972,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 300 (year 2007),  Average Future Daily Traffic: 330 (year 2022),  Design Load: HS 20,  Features Intersected: SALT SLANG GLOEDE DRAIN,  Facility Carried by Structure: GRACECHURCH LANE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.840,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 53.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 28.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 13956,  Location: 0.2 MI E OF GAVIOTA LANE (Lat: 42.660078,  Lng: -82.963164),  Route carried "on" structure: County highway ,  Year Built: 2016,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 100 (year 2016),  Average Future Daily Traffic: 115 (year 2036),  Design Load: Greater than HL93,  Features Intersected: GLOEDE DRAIN,  Facility Carried by Structure: DIAMANTE DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 37.6 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: Equal to present desirable criteria,  Deck Geometry: Better than 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: October 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1433,  Location: 100 FT W OF GARFIELD RD (Lat: 42.649000,  Lng: -82.956900),  Route carried "on" structure: County highway ,  Year Built: 2004,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 80 (year 2003),  Average Future Daily Traffic: 145 (year 2023),  Design Load: HS 20,  Features Intersected: SALT SLING GLOEDE DRAIN,  Facility Carried by Structure: HAVERHILL DR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.460,  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: 7.3m (24.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 6011,  Location: 1.9 MI S OF M-59 (Lat: 42.602722,  Lng: -83.023369),  Route carried "under" structure: County highway 2058,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 11,432 (year 1996),  Features Intersected: UTICA RD,  Facility Carried by Structure: M-53 SB
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 13.826,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 6012,  Location: 1.2 MI S OF M-59 (Lat: 42.605950,  Lng: -83.016161),  Route carried "under" structure: State highway 53,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 59,000 (year 2010),  Truck Traffic: 4%,  Features Intersected: M-53,  Facility Carried by Structure: CLINTON RIVER RD
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 6.967,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 6013,  Location: 0.4 MI S OF M-59 (Lat: 42.619911,  Lng: -83.012564),  Route carried "under" structure: City street ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 2,080 (year 0000),  Features Intersected: CANAL RD,  Facility Carried by Structure: M-53 SB
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 1.590,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 6016,  Location: 1.0 MI S OF M-59 (Lat: 42.609875,  Lng: -83.013458),  Route carried "under" structure: County highway 2058,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 910 (year 1974),  Features Intersected: 19 MILE RD,  Facility Carried by Structure: M-53 SB
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.443,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 16.7m (54.8ft)

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Structure Number: 6017,  Location: 1.0 MI S OF M-59 (Lat: 42.609878,  Lng: -83.012983),  Route carried "under" structure: County highway 2058,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 910 (year 1974),  Features Intersected: 19 MILE RD,  Facility Carried by Structure: M-53 NB
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.481,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 6018,  Location: 1.9 MI S OF M-59 (Lat: 42.602511,  Lng: -83.023167),  Route carried "under" structure: County highway 2058,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 11,432 (year 1996),  Features Intersected: UTICA RD,  Facility Carried by Structure: M-53 NB
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 13.799,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 6019,  Location: 0.4 MI S OF M-59 (Lat: 42.619819,  Lng: -83.012206),  Route carried "under" structure: City street ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 910 (year 1974),  Features Intersected: CANAL RD,  Facility Carried by Structure: M-53 NB
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 1.621,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 6057,  Location: @ OAKLAND COUNTY LINE (Lat: 42.625342,  Lng: -83.091494),  Route carried "under" structure: County highway ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 0000),  Features Intersected: DEQUINDER RD,  Facility Carried by Structure: M-59 EB
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 19.817,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.2m (89.2ft)

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Structure Number: 6058,  Location: 0.5 WEST OF UTICA (Lat: 42.624458,  Lng: -83.061928),  Route carried "under" structure: State highway 59,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 88,236 (year 2007),  Truck Traffic: 3%,  Features Intersected: M-59,  Facility Carried by Structure: X OVER W/MOUND RD
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 2.437,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 6059,  Location: 1.5 MI W OF UTICA (Lat: 42.624206,  Lng: -83.071772),  Route carried "under" structure: City street 2058,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 11,507 (year 1996),  Truck Traffic: 3%,  Features Intersected: RYAN RD,  Facility Carried by Structure: M-59 EB
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 19.670,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.6m (116.8ft)

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Structure Number: 606,  Location: 1.5 MI W OF UTICA (Lat: 42.624461,  Lng: -83.071786),  Route carried "under" structure: City street 2058,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 11,507 (year 1996),  Features Intersected: RYAN RD,  Facility Carried by Structure: M-59 WB
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 19.697,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.3m (115.8ft)

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Structure Number: 6061,  Location: 0.5 MI. WEST OF UTICA (Lat: 42.624667,  Lng: -83.054361),  Route carried "under" structure: State highway 59,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 88,236 (year 2007),  Truck Traffic: 3%,  Features Intersected: M-59,  Facility Carried by Structure: U TRN W/MOUND RD
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 3.056,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 6062,  Location: 0.5 MI. WEST OF UTICA (Lat: 42.624725,  Lng: -83.052306),  Route carried "under" structure: State highway 59,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 88,236 (year 2007),  Truck Traffic: 3%,  Features Intersected: M-59,  Facility Carried by Structure: SB MOUND RD
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 3.225,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 6063,  Location: 0.5 MI. WEST UTICA (Lat: 42.624731,  Lng: -83.051875),  Route carried "under" structure: State highway 59,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 88,236 (year 2007),  Truck Traffic: 3%,  Features Intersected: M-59,  Facility Carried by Structure: NB MOUND RD
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 3.261,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 6064,  Location: @ OAKLAND COUNTY LINE (Lat: 42.625597,  Lng: -83.091508),  Route carried "under" structure: County highway ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 1974),  Features Intersected: DEQUINDRE RD,  Facility Carried by Structure: M-59 WB
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 19.846,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.2m (89.2ft)

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Structure Number: 6065,  Location: 0.5 MI, WEST OF UTICA (Lat: 42.624942,  Lng: -83.049861),  Route carried "under" structure: State highway 59,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 80,406 (year 2007),  Truck Traffic: 3%,  Features Intersected: M-59,  Facility Carried by Structure: U TRN E/MOUND RD
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 3.426,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 13207,  Location: 0.3 MI N OF 18 MILE RD (Lat: 42.599317,  Lng: -83.029314),  Route carried "under" structure: County highway ,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 777,777 (year 0000),  Features Intersected: VAN DYKE RD & M-53 RMP,  Facility Carried by Structure: M-53 SB
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 0.330,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 13207,  Location: 0.3 MI N OF 18 MILE RD (Lat: 42.599317,  Lng: -83.029314),  Route carried "under" structure: Ramp State highway 53,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 77,777 (year 0000),  Features Intersected: VAN DYKE RD & M-53 RMP
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)