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

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Structure Number: 607,  Location: 1.5 MI S OF KAWKAWLIN (Lat: 43.639833,  Lng: -83.974847),  Route carried "on" structure: Interstate 75,  Year Built: 1968,  Status: Open,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 11,225 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 12,909 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: KAWKAWLIN RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 13.950,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 76,  Subroute: 10),  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: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 73.5 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: Somewhat better than minimum adequacy,  Deck Geometry: 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,  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: 3287,  Location: 0.5 MILE WEST OF TRIPP RD (Lat: 41.753083,  Lng: -84.524072),  Route carried "on" structure: County highway 3018,  Year Built: 2011,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 720 (year 2013),  Truck Traffic: 34%,  Average Future Daily Traffic: 1,181 (year 2038),  Design Load: HL 93,  Features Intersected: LAIRD CREEK,  Facility Carried by Structure: CAMDEN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 23.481,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 81.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 48.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: November 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6048,  Location: 4.2 MI E OF M-53 (Lat: 42.628697,  Lng: -82.931108),  Route carried "on" structure: State highway 59,  Year Built: 1996,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 31,800 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 35,150 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: MIDDLE BR CLINTON RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.388,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 82,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 56.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 33.7 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,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  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: 6069,  Location: IN MT CLEMENS (Lat: 42.585219,  Lng: -82.883503),  Route carried "on" structure: State highway 3,  Year Built: 2011,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 22,300 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 26,250 (year 2031),  Design Load: HL 93,  Features Intersected: CLINTON RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 16.530,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 420,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.9m (88.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 4.3m (14.1ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 22.4m (73.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 64.5 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: 37.3 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2021,  Underwater Inspection Date: April 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: 607,  Location: IN MT CLEMENS (Lat: 42.584433,  Lng: -82.882475),  Route carried "on" structure: State highway 3,  Year Built: 2011,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 18,500 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 21,750 (year 2031),  Design Load: HL 93,  Features Intersected: CLINTON RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.107,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 83,  Subroute: 9),  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 98.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2021,  Underwater Inspection Date: April 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: 6175,  Location: 1.1 MI NE OF M-59 (Lat: 42.645386,  Lng: -82.840314),  Route carried "on" structure: County highway 2058,  Year Built: 1960,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 7.45m (24.44ft),  Average Daily Traffic: 16,870 (year 1993),  Truck Traffic: 3%,  Average Future Daily Traffic: 19,401 (year 2013),  Design Load: HS 20+Mod,  Features Intersected: I-94,  Facility Carried by Structure: 21 MI RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 16.289,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 24.0m (78.7ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 21.8m (71.5ft),  Out-to-Out Width: 23.4m (76.8ft)

Condition: Deck: Fair,  Superstructure: Good,  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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  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: Latex Concrete

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Structure Number: 6209,  Location: 0.2 MI WEST OF NORTH AVE (Lat: 42.673411,  Lng: -82.881994),  Route carried "on" structure: County highway 2058,  Year Built: 2013,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 18,430 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 29,644 (year 2032),  Design Load: Greater than HL93,  Features Intersected: N BRANCH CLINTON RIVER,  Facility Carried by Structure: 23 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 17.660,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 80,  Subroute: 6),  Owner: County Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.5m (83.7ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 24.0m (78.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 75.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 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: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 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: 621,  Location: 0.25 MILES WEST OF CARD (Lat: 42.673042,  Lng: -82.901142),  Route carried "on" structure: County highway 5050,  Year Built: 1950,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 15,350 (year 2008),  Truck Traffic: 10%,  Average Future Daily Traffic: 20,676 (year 2028),  Design Load: H 20,  Features Intersected: MCBRIDE DRAIN,  Facility Carried by Structure: 23 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 16.091,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 80,  Subroute: 6),  Owner: County Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.5m (14.8ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 97.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020

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Structure Number: 6274,  Location: 0.2MI WEST OF COTTON ROAD (Lat: 42.645561,  Lng: -82.813222),  Route carried "on" structure: County highway 2058,  Year Built: 1983,  Status: Open,  Structure Length: 1.70m (5.58ft),  Average Daily Traffic: 12,230 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,173 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: AUVASE CREEK,  Facility Carried by Structure: JEFFERSON AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.978,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.0m (42.7ft),  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: 16.1m (52.8ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Very good,  Operating Rating: 71.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 43.1 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 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: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 6342,  Location: 0.1 MI SOUTH OF 23 MILE (Lat: 42.671672,  Lng: -82.897992),  Route carried "on" structure: County highway ,  Year Built: 1970,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 11,900 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,683 (year 2027),  Design Load: H 20,  Features Intersected: MCBRIDE DRAIN,  Facility Carried by Structure: CARD ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.743,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.2m (13.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 81.0 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: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

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Structure Number: 6414,  Location: E OF M3 NB (Lat: 42.596200,  Lng: -82.876653),  Route carried "on" structure: City street 2058,  Year Built: 1960,  Status: Posted for load,  Structure Length: 6.15m (20.18ft),  Average Daily Traffic: 11,736 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,320 (year 2040),  Design Load: H 20,  Features Intersected: CLINTON RIVER,  Facility Carried by Structure: CROCKER BLVD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.934,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 1 degrees,  Navigation Control: Yes ( Vertical Clearance: 6.4m (21.0ft), Horizontal Clearance: 17.6m (57.7ft)),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Fair,  Superstructure: Serious,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 50.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 6.16m (20.21ft),  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Underwater Inspection Date: August 2018,  Bridge Improvement Cost: $4,678,000,  Roadway Improvement Cost: $102,000,  Total Project Cost: $5,583,000 ( Estimate for 2016),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 6415,  Location: EAST OF GRATIOT (Lat: 42.597489,  Lng: -82.874594),  Route carried "on" structure: City street ,  Year Built: 1953,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 8,263 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,676 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: CLINTON RIVER,  Facility Carried by Structure: DICKINSON ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.185,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Navigation Control: Yes ( Vertical Clearance: 3.0m (9.8ft), Horizontal Clearance: 17.2m (56.4ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior 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: April 2020,  Underwater Inspection Date: August 2018,  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: 8779,  Location: 0.8 MI E OF M-104 (Lat: 43.072672,  Lng: -86.067000),  Route carried "on" structure: County highway 7062,  Year Built: 2012,  Status: Open,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 2,700 (year 1996),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,440 (year 2032),  Design Load: Greater than HL93,  Features Intersected: I-96,  Facility Carried by Structure: NUNICA RD (112TH)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.011,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 23.3m (76.4ft),  Out-to-Out Width: 24.0m (78.7ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 67.4 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: 43.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum 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: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 12655,  Location: 0.1 MI WEST OF NORTH AVE (Lat: 42.644203,  Lng: -82.878228),  Route carried "on" structure: County highway ,  Year Built: 1996,  Status: Open,  Structure Length: 6.82m (22.38ft),  Average Daily Traffic: 19,400 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,500 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: NORTH BR CLINTON RIVER,  Facility Carried by Structure: 21 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 13.178,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.4m (53.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 70.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.8 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: 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: July 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

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Structure Number: 13569,  Location: 0.4 MI N OF SUGARBUSH RD (Lat: 42.651861,  Lng: -82.828222),  Route carried "on" structure: County highway ,  Year Built: 1998,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 1,510 (year 2003),  Average Future Daily Traffic: 1,668 (year 2023),  Design Load: HS 20,  Features Intersected: FULLER DRAIN,  Facility Carried by Structure: MONTE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.433,  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)

Condition: Channel: Good,  Culverts: Very 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: Equal 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: September 2020,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1357,  Location: 0.4 MI N OF SUGARBUSH RD (Lat: 42.651861,  Lng: -82.830306),  Route carried "on" structure: County highway ,  Year Built: 1998,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 200 (year 2003),  Average Future Daily Traffic: 230 (year 2023),  Design Load: HS 20,  Features Intersected: FULLER DRAIN,  Facility Carried by Structure: SANTA ANITA DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.475,  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)

Condition: Channel: Satisfactory,  Culverts: Very 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: Equal 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: September 2020,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 6175,  Location: 1.1 MI NE OF M-59 (Lat: 42.645386,  Lng: -82.840314),  Route carried "under" structure: Interstate 94,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 117,770 (year 2007),  Truck Traffic: 7%,  Features Intersected: I-94,  Facility Carried by Structure: 21 MI RD
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 24.933,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)