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

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Structure Number: 7189,  Location: 3.2 MI NE OF M-50 (Lat: 41.968839,  Lng: -83.346378),  Route carried "on" structure: Interstate 75,  Year Built: 2015,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 36,850 (year 2013),  Truck Traffic: 18%,  Average Future Daily Traffic: 40,375 (year 2035),  Design Load: Greater than HL93,  Features Intersected: STONY CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 29.631,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 122,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 21.8m (71.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.0m (85.3ft),  Curb-To-Curb Width: 22.4m (73.5ft),  Out-to-Out Width: 23.4m (76.8ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Good,  Channel: Excellent,  Operating Rating: 59.6 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: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 719,  Location: 3.2 MI NE OF M-50 (Lat: 41.968961,  Lng: -83.346667),  Route carried "on" structure: Interstate 75,  Year Built: 2016,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 36,850 (year 2013),  Truck Traffic: 18%,  Average Future Daily Traffic: 40,375 (year 2035),  Design Load: Greater than HL93,  Features Intersected: STONY CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 29.631,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 122,  Subroute: 9),  Owner: State Highway Agency,  Approaching Roadway Width: 21.8m (71.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.0m (85.3ft),  Curb-To-Curb Width: 21.8m (71.5ft),  Out-to-Out Width: 22.8m (74.8ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 62.5 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: 44.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: 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: 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: 72,  Location: 2.0 MI SW OF NEWPORT (Lat: 41.978825,  Lng: -83.338039),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Open,  Structure Length: 10.13m (33.23ft),  Average Daily Traffic: 270 (year 1995),  Average Future Daily Traffic: 270 (year 2015),  Design Load: H 20,  Features Intersected: I-75,  Facility Carried by Structure: POST RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.160,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 40.6m (133.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 74.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7211,  Location: 5 MI N OF MONROE (Lat: 41.986433,  Lng: -83.331736),  Route carried "on" structure: Interstate 275,  Year Built: 1973,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 8.28m (27.17ft),  Average Daily Traffic: 1,210 (year 2010),  Truck Traffic: 22%,  Average Future Daily Traffic: 1,525 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-75
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.275,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 122,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.4m (109.6ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 92.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 55.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 7212,  Location: 5 MI N OF MONROE (Lat: 41.992219,  Lng: -83.326875),  Route carried "on" structure: Ramp Interstate 275,  Year Built: 1973,  Status: Open,  Structure Length: 10.84m (35.56ft),  Average Daily Traffic: 15,020 (year 2007),  Truck Traffic: 23%,  Average Future Daily Traffic: 15,418 (year 2018),  Design Load: HS 20,  Features Intersected: I-75
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.357,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 68.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 7274,  Location: 0.1 MI N OF NADEAU RD (Lat: 41.963950,  Lng: -83.339258),  Route carried "on" structure: County highway ,  Year Built: 1929,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 1,047 (year 2017),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,204 (year 2037),  Design Load: HS 20,  Features Intersected: STONY CREEK,  Facility Carried by Structure: MENTEL RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.314,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.7m (48.2ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 75.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 7276,  Location: 3.0 MI NE OF I-75 (Lat: 41.948700,  Lng: -83.309639),  Route carried "on" structure: County highway 2016,  Year Built: 1966,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 9,388 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 10,796 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: STONY CREEK,  Facility Carried by Structure: NORTH DIXIE HWY
Minimum Vertical Clearance: 16.18m (53.08ft),  Kilometerpoint: 7.672,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 80.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum 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: 7277,  Location: 3.55 MI N OF I-75 (Lat: 41.953469,  Lng: -83.302061),  Route carried "on" structure: County highway 2016,  Year Built: 1988,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 8,479 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,200 (year 2026),  Design Load: HS 20,  Features Intersected: WALKER DRAIN,  Facility Carried by Structure: NORTH DIXIE HWY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.493,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  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 minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: 72,  Location: 2.0 MI SW OF NEWPORT (Lat: 41.978825,  Lng: -83.338039),  Route carried "under" structure: Interstate 75,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 72,986 (year 2007),  Truck Traffic: 20%,  Features Intersected: I-75,  Facility Carried by Structure: POST RD
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 30.936,  Lanes on structure: 2,  Lanes under structure: 9,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.6m (133.2ft)

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Structure Number: 7211,  Location: 5 MI N OF MONROE (Lat: 41.986433,  Lng: -83.331736),  Route carried "under" structure: Interstate 75,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 72,986 (year 2007),  Truck Traffic: 33%,  Features Intersected: I-75
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 31.929,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.4m (109.6ft)

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Structure Number: 7212,  Location: 5 MI N OF MONROE (Lat: 41.992219,  Lng: -83.326875),  Route carried "under" structure: Interstate 75,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 49,344 (year 2007),  Truck Traffic: 33%,  Features Intersected: I-75
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 32.687,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)