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

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Structure Number: 1128,  Location: MATTESON TWP SEC 35-36 (Lat: 41.909050,  Lng: -85.195186),  Route carried "on" structure: County highway 1225,  Year Built: 2004,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 2,698 (year 2004),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,310 (year 2024),  Design Load: HS 20,  Features Intersected: SWAN CREEK DRAIN #5100,  Facility Carried by Structure: MATTESON LAKE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 16.599,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 84.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1233,  Location: @ I-94 (Lat: 42.297611,  Lng: -84.996906),  Route carried "on" structure: Ramp Interstate 69,  Year Built: 1968,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 10.85m (35.60ft),  Average Daily Traffic: 11,679 (year 2007),  Truck Traffic: 34%,  Average Future Daily Traffic: 25,600 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: I-94
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 25.905,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 9.9m (32.5ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.3 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable 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: 11279,  Location: IN DEARBORN HTS (Lat: 42.271408,  Lng: -83.270147),  Route carried "on" structure: US 24,  Year Built: 1987,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 31,002 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 21,959 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: ECORSE CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 20.261,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 470,  Subroute: 38),  Owner: State Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.0m (32.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.3m (10.8ft),  Curb-To-Curb Width: 16.4m (53.8ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 29.8 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1128,  Location: IN DEARBORN HTS (Lat: 42.271450,  Lng: -83.270592),  Route carried "on" structure: US 24,  Year Built: 1958,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 31,002 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 21,959 (year 2018),  Design Load: HS 20,  Features Intersected: ECORSE CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.186,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 157,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 17.3m (56.8ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 16.4m (53.8ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: 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: 28.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 11288,  Location: IN DEARBORN HTS (Lat: 42.344167,  Lng: -83.273306),  Route carried "on" structure: US 24,  Year Built: 1959,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 27,634 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 33,750 (year 2025),  Design Load: HS 25 or greater,  Features Intersected: MIDDLE ROUGE R
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 28.348,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 470,  Subroute: 38),  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Poor,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11289,  Location: IN DEARBORN HTS (Lat: 42.344367,  Lng: -83.273756),  Route carried "on" structure: US 24,  Year Built: 1959,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 27,634 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 33,750 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: MIDDLE ROUGE R
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 17.293,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 157,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Poor,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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,  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: 11295,  Location: IN DEARBORN HTS (Lat: 42.346361,  Lng: -83.273881),  Route carried "on" structure: US 24,  Year Built: 1959,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 4.16m (13.65ft),  Average Daily Traffic: 27,634 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 33,750 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: HINES DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 17.515,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 157,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  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: 19.0m (62.3ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 0.0m,  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 45.7 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,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum 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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11296,  Location: IN DEARBORN HTS (Lat: 42.346192,  Lng: -83.273433),  Route carried "on" structure: US 24,  Year Built: 1959,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 4.17m (13.68ft),  Average Daily Traffic: 27,634 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 33,750 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: HINES DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 28.573,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 470,  Subroute: 38),  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  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: 19.0m (62.3ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 82.3 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: 11328,  Location: IN DEARBORN (Lat: 42.328400,  Lng: -83.241097),  Route carried "on" structure: State highway 153,  Year Built: 1971,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 35,830 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 41,205 (year 2034),  Design Load: HS 20,  Features Intersected: ROUGE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.078,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 192,  Subroute: 7),  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 0.0m,  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 75.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2020,  Underwater Inspection Date: April 2020,  Bridge Improvement Cost: $611,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 11337,  Location: DEARBORN HG OVER HINES DR (Lat: 42.327611,  Lng: -83.245142),  Route carried "on" structure: State highway 153,  Year Built: 1971,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 30,070 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 43,011 (year 2018),  Design Load: HS 20,  Features Intersected: HINES DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.733,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 192,  Subroute: 7),  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.9 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,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.12m (16.80ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $418,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $463,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 12054,  Location: DBN HTS W/ANN ARBR TRAIL (Lat: 42.341692,  Lng: -83.263917),  Route carried "on" structure: County highway 2057,  Year Built: 1929,  Status: Temporarily open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 16,260 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 16,425 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: MIDDLE ROUGE RIVER,  Facility Carried by Structure: WARREN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 23.943,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 471,  Subroute: 70),  Owner: County Highway Agency,  Approaching Roadway Width: 18.7m (61.4ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 24.3m (79.7ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Poor,  Channel: Fair,  Operating Rating: 8.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 5.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 12056,  Location: DBN HT/DETROIT E/OUTER DR (Lat: 42.342397,  Lng: -83.248861),  Route carried "on" structure: County highway 2057,  Year Built: 1930,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 18,921 (year 1997),  Truck Traffic: 7%,  Average Future Daily Traffic: 23,121 (year 2015),  Design Load: HS 20+Mod,  Features Intersected: UPPER ROUGE RIVER,  Facility Carried by Structure: WARREN AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.106,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 159,  Subroute: 4),  Owner: County Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 3.1m (10.2ft),  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 31.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 12073,  Location: DBN HTS N/FORD (Lat: 42.330750,  Lng: -83.247950),  Route carried "on" structure: County highway 2057,  Year Built: 1961,  Status: Posted for load,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 15,754 (year 1996),  Average Future Daily Traffic: 13,767 (year 2015),  Design Load: HS 20+Mod,  Features Intersected: MIDDLE ROUGE RIVER,  Facility Carried by Structure: E N HINES DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 23.819,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 168,  Subroute: 9),  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 37.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 12074,  Location: DBN HTS N/WARREN (Lat: 42.351269,  Lng: -83.293567),  Route carried "on" structure: County highway 2057,  Year Built: 1953,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 15,190 (year 1996),  Average Future Daily Traffic: 14,709 (year 2015),  Design Load: HS 20,  Features Intersected: BEECH-DALY ROAD,  Facility Carried by Structure: E.N.HINES DR/AA TR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 18.965,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: 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: 41.8 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,  Underclear: Meets minimum limits,  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: Bituminous

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Structure Number: 12168,  Location: DBN HTS/WESTLAND S/AA TR (Lat: 42.348258,  Lng: -83.312508),  Route carried "on" structure: County highway 2057,  Year Built: 1930,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 30,856 (year 1996),  Truck Traffic: 5%,  Average Future Daily Traffic: 27,933 (year 2015),  Features Intersected: MIDDLE ROUGE RIVER,  Facility Carried by Structure: INKSTER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 26.768,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.1 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: 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: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 12169,  Location: DBNHTS/WESTLDS/JOY (Lat: 42.349411,  Lng: -83.312558),  Route carried "on" structure: County highway 2057,  Year Built: 1953,  Status: Posted for load,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 30,856 (year 1996),  Truck Traffic: 5%,  Average Future Daily Traffic: 29,029 (year 2015),  Design Load: HS 20,  Features Intersected: E N HINES DRIVE,  Facility Carried by Structure: INKSTER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 26.895,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.1m (69.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 29.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 17.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  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 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 12172,  Location: DBN HTS N/WARREN (Lat: 42.343783,  Lng: -83.292900),  Route carried "on" structure: County highway 2057,  Year Built: 1953,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 24,549 (year 1995),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,075 (year 2015),  Design Load: HS 20,  Features Intersected: MIDDLE ROUGE RIVER,  Facility Carried by Structure: BEECH-DALY ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.528,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.2m (36.7ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: Very good,  Operating Rating: 72.9 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: 56.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than 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: Integral Concrete

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Structure Number: 1218,  Location: DBN HTS S/E N HINES DRIVE (Lat: 42.337881,  Lng: -83.260386),  Route carried "on" structure: County highway 2057,  Year Built: 1928,  Status: Open,  Structure Length: 2.92m (9.58ft),  Average Daily Traffic: 11,000 (year 2010),  Truck Traffic: 16%,  Average Future Daily Traffic: 13,500 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: MIDDLE ROUGE RIVER,  Facility Carried by Structure: OUTER DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.255,  Lanes on structure: 6,  Owner: County Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 73.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 43.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: Integral Concrete

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Structure Number: 12298,  Location: DBN HTS S/E N HINES DRV (Lat: 42.344297,  Lng: -83.268550),  Route carried "on" structure: County highway ,  Year Built: 1959,  Status: Temporarily open,  Structure Length: 2.37m (7.78ft),  Average Daily Traffic: 800 (year 1987),  Average Future Daily Traffic: 800 (year 2015),  Design Load: HS 20,  Features Intersected: MIDDLE ROUGE RIVER,  Facility Carried by Structure: WARRENDALE DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.422,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.5m (37.7ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Fair,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 26.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 12325,  Location: IN DEARBORN HEIGHTS (Lat: 42.269350,  Lng: -83.289550),  Route carried "on" structure: City street 2057,  Year Built: 1986,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 9,000 (year 0000),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,000 (year 1999),  Design Load: HS 20+Mod,  Features Intersected: ECORSE CREEK,  Facility Carried by Structure: BEECH-DALY ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 11.377,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 22.0m (72.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 76.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 46.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 12326,  Location: IN DEARBORN HEIGHTS (Lat: 42.269367,  Lng: -83.284683),  Route carried "on" structure: City street ,  Year Built: 1958,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 9,000 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,000 (year 2027),  Design Load: HS 20,  Features Intersected: ECORSE CREEK,  Facility Carried by Structure: GULLEY ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.579,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.4m (27.6ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: 66.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 12328,  Location: IN DEARBORN HEIGHTS (Lat: 42.271456,  Lng: -83.250697),  Route carried "on" structure: City street ,  Year Built: 1977,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 14,820 (year 1989),  Truck Traffic: 10%,  Average Future Daily Traffic: 14,820 (year 2010),  Design Load: HS 20+Mod,  Features Intersected: ECORSE CREEK,  Facility Carried by Structure: MONROE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.706,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.0m (32.8ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 75.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.07m (3.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $14,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $16,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Other

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Structure Number: 12329,  Location: DBN HGT CLIPPERT-CAMPBELL (Lat: 42.271428,  Lng: -83.244986),  Route carried "on" structure: City street ,  Year Built: 1977,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 2,500 (year 1982),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,500 (year 2002),  Design Load: HS 20+Mod,  Features Intersected: ECORSE CREEK,  Facility Carried by Structure: HANOVER RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.472,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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: 63.2 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: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.25m (4.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $14,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $16,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Other

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Structure Number: 1233,  Location: DBN HGTS HARDING-MERRICK (Lat: 42.271489,  Lng: -83.241453),  Route carried "on" structure: City street ,  Year Built: 1977,  Status: Open,  Structure Length: 1.12m (3.67ft),  Average Daily Traffic: 2,500 (year 1982),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,500 (year 2002),  Design Load: HS 20+Mod,  Features Intersected: ECORSE CREEK,  Facility Carried by Structure: HANOVER RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.763,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.6m (34.8ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.13m (3.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $19,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $22,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Other

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Structure Number: 12331,  Location: DBN HGT BET HURON-MAYFAIR (Lat: 42.271589,  Lng: -83.236883),  Route carried "on" structure: City street ,  Year Built: 1977,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 2,500 (year 1982),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,500 (year 2002),  Design Load: HS 20+Mod,  Features Intersected: ECORSE CREEK,  Facility Carried by Structure: HANOVER RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.139,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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: 60.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.46m (4.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $14,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $16,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Other

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Structure Number: 12332,  Location: IN DEARBORN HEIGHTS (Lat: 42.273717,  Lng: -83.220889),  Route carried "on" structure: ServiceCity street 2057,  Year Built: 1962,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 5,000 (year 1979),  Average Future Daily Traffic: 5,000 (year 1999),  Design Load: HS 20+Mod,  Features Intersected: ECORSE CREEK,  Facility Carried by Structure: WEST SRV DR SOFLD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.671,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.8 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 12333,  Location: IN DEARBORN HEIGHTS (Lat: 42.336036,  Lng: -83.247147),  Route carried "on" structure: City street ,  Year Built: 1943,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 5,000 (year 1982),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,000 (year 2002),  Design Load: HS 20+Mod,  Features Intersected: NORTH BRANCH ROUGE RIVER,  Facility Carried by Structure: ANN ARBOR TRAIL
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 16.636,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.1m (52.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: 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: 63.5 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $24,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $26,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 12334,  Location: IN DEARBORN HEIGHTS (Lat: 42.273361,  Lng: -83.228747),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 0.95m (3.12ft),  Average Daily Traffic: 700 (year 1991),  Truck Traffic: 2%,  Average Future Daily Traffic: 750 (year 2010),  Design Load: HS 20,  Features Intersected: ECORSE CREEK,  Facility Carried by Structure: KINGSTON AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.380,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.5m (31.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 49.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 29.8 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 12335,  Location: IN DEARBORN HEIGHTS (Lat: 42.273286,  Lng: -83.227536),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 0.93m (3.05ft),  Average Daily Traffic: 720 (year 1991),  Truck Traffic: 2%,  Average Future Daily Traffic: 750 (year 2010),  Design Load: HS 20,  Features Intersected: ECORSE CREEK,  Facility Carried by Structure: EDGEWOOD AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.369,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.3m (30.5ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 12336,  Location: IN DEARBORN HEIGHTS (Lat: 42.272486,  Lng: -83.265375),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 6,000 (year 1996),  Truck Traffic: 12%,  Average Future Daily Traffic: 6,000 (year 2008),  Design Load: HS 20,  Features Intersected: ECORSE CREEK,  Facility Carried by Structure: MADISON ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.261,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 43.4 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: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 12337,  Location: IN DEARBORN HEIGHTS (Lat: 42.270897,  Lng: -83.233586),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 700 (year 1993),  Average Future Daily Traffic: 700 (year 2002),  Design Load: HS 20,  Features Intersected: ECORSE CREEK,  Facility Carried by Structure: JACKSON AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.116,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 46.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 27.9 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,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 12612,  Location: IN DEARBORN HEIGHTS (Lat: 42.271289,  Lng: -83.244742),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 1,077 (year 1993),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,500 (year 2013),  Design Load: HS 20,  Features Intersected: ECORSE CREEK,  Facility Carried by Structure: CAMPBELL AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.187,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.2m (30.2ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 29.8 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 minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11295,  Location: IN DEARBORN HTS (Lat: 42.346361,  Lng: -83.273881),  Route carried "under" structure: City street 2057,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 31,500 (year 1995),  Truck Traffic: 2%,  Features Intersected: HINES DRIVE,  Facility Carried by Structure: US-24 SB
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 20.839,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 19.0m (62.3ft)

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Structure Number: 11296,  Location: IN DEARBORN HTS (Lat: 42.346192,  Lng: -83.273433),  Route carried "under" structure: City street 2057,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 23,300 (year 1978),  Features Intersected: HINES DRIVE,  Facility Carried by Structure: US-24 NB
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 20.879,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 19.0m (62.3ft)

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Structure Number: 11337,  Location: DEARBORN HG OVER HINES DR (Lat: 42.327611,  Lng: -83.245142),  Route carried "under" structure: County highway 237,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 36,000 (year 1995),  Truck Traffic: 4%,  Features Intersected: HINES DRIVE,  Facility Carried by Structure: M-153 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.270,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 12074,  Location: DBN HTS N/WARREN (Lat: 42.351269,  Lng: -83.293567),  Route carried "under" structure: County highway 2057,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 15,523 (year 1991),  Truck Traffic: 3%,  Features Intersected: BEECH-DALY ROAD,  Facility Carried by Structure: E.N.HINES DR/AA TR
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 4.360,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 12169,  Location: DBNHTS/WESTLDS/JOY (Lat: 42.349411,  Lng: -83.312558),  Route carried "under" structure: Business County highway ,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 15,190 (year 1996),  Features Intersected: E N HINES DRIVE,  Facility Carried by Structure: INKSTER ROAD
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 17.293,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 21.1m (69.2ft)