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

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Structure Number: 11343,  Location: 0.3 MI E OF WASHTENAW COL (Lat: 42.349728,  Lng: -83.540353),  Route carried "on" structure: State highway 14,  Year Built: 2003,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 19,471 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 28,604 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: FELLOWS CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.595,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 160,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  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: 14.6m (47.9ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior 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: October 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11344,  Location: 2.7 MI E OF WASHTENAW COL (Lat: 42.357914,  Lng: -83.501189),  Route carried "on" structure: State highway 14,  Year Built: 2003,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 13,944 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 18,894 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: WILLOW CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.104,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 160,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 67.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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 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: Bituminous

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Structure Number: 1135,  Location: 0.3 MI WEST OF PLYMOUTH (Lat: 42.390619,  Lng: -83.466747),  Route carried "on" structure: State highway 14,  Year Built: 1976,  Status: Open,  Structure Length: 3.58m (11.75ft),  Average Daily Traffic: 93,826 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 110,000 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: ROUGE RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.683,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 160,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 37.8m (124.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.8m (117.5ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 35.7m (117.1ft),  Out-to-Out Width: 40.4m (132.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 79.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 47.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11352,  Location: 1.5 MI W OF PLYMOUTH (Lat: 42.383208,  Lng: -83.488114),  Route carried "on" structure: State highway 14,  Year Built: 1976,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 8.75m (28.71ft),  Average Daily Traffic: 36,640 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 95,000 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: CSX RR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.623,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 160,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 18.4m (60.4ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 79.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 47.6 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 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: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11356,  Location: 2.5 MI W OF PLYMOUTH (Lat: 42.375533,  Lng: -83.534303),  Route carried "on" structure: County highway 2057,  Year Built: 1976,  Status: Open,  Structure Length: 11.02m (36.15ft),  Average Daily Traffic: 65,500 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 80,000 (year 2026),  Design Load: HS 20,  Features Intersected: M-14,  Facility Carried by Structure: N TERRITORIAL RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.194,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 41.4m (135.8ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 85.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 51.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  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: 11357,  Location: 2.0 MI W OF PLYMOUTH (Lat: 42.380256,  Lng: -83.529214),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Open,  Structure Length: 10.58m (34.71ft),  Average Daily Traffic: 65,500 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 80,000 (year 2026),  Design Load: HS 20,  Features Intersected: M-14,  Facility Carried by Structure: RIDGE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.453,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.0m (124.7ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 79.4 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: Superior to present desirable criteria,  Underclear: 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: 11358,  Location: 1.0 MI W. OF PLYMOUTH (Lat: 42.382461,  Lng: -83.510083),  Route carried "on" structure: County highway 2057,  Year Built: 1976,  Status: Open,  Structure Length: 8.41m (27.59ft),  Average Daily Traffic: 65,500 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 80,000 (year 2026),  Design Load: HS 20,  Features Intersected: M-14,  Facility Carried by Structure: BECK ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 12.766,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.0m (141.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 27.3m (89.6ft),  Out-to-Out Width: 28.5m (93.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 86.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 44.1 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: Better than present minimum criteria,  Underclear: 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11359,  Location: 1.2 MI W OF PLYMOUTH (Lat: 42.383542,  Lng: -83.480669),  Route carried "on" structure: State highway 14,  Year Built: 1976,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 46,913 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 80,000 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: SHELDON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.238,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 160,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.7m (104.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 82.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 49.2 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: October 2021,  Other Special 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: 11361,  Location: 0.4 MI WEST OF PLYMOUTH (Lat: 42.390250,  Lng: -83.468569),  Route carried "on" structure: State highway 14,  Year Built: 1976,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 90,300 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 103,845 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: EDWARD HINES DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.529,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 160,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 37.8m (124.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.3m (128.9ft),  Curb-To-Curb Width: 35.7m (117.1ft),  Out-to-Out Width: 37.7m (123.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 93.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 56.1 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: 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: October 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: 11362,  Location: 0.2 MI W OF PLYMOUTH (Lat: 42.390856,  Lng: -83.465553),  Route carried "on" structure: County highway 2057,  Year Built: 1976,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 92,000 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 110,000 (year 2026),  Design Load: HS 20,  Features Intersected: M-14,  Facility Carried by Structure: NORTHVILLE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.826,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 167,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.3m (76.4ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 65.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 39.2 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: Better than present minimum criteria,  Underclear: 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: 11363,  Location: 0.3 MI NORTH OF PLYMOUTH (Lat: 42.389614,  Lng: -83.455664),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 92,000 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 110,000 (year 2026),  Design Load: HS 20,  Features Intersected: M-14,  Facility Carried by Structure: ROBINWOOD DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.336,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.4 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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: 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: Monolithic Concrete

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Structure Number: 11364,  Location: 1 MI W OF W CTY LTS LIVON (Lat: 42.386819,  Lng: -83.448869),  Route carried "on" structure: County highway 2057,  Year Built: 1977,  Status: Open,  Structure Length: 8.81m (28.90ft),  Average Daily Traffic: 92,000 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 110,000 (year 2026),  Design Load: HS 20,  Features Intersected: M-14,  Facility Carried by Structure: SCHOOLCRAFT CONN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.494,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.4m (149.0ft),  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: 20.1m (65.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  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: 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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11365,  Location: 1.2 MI W OF PLYMOUTH (Lat: 42.383247,  Lng: -83.480700),  Route carried "on" structure: State highway 14,  Year Built: 1976,  Status: Open,  Structure Length: 7.93m (26.02ft),  Average Daily Traffic: 46,913 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 110,000 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: SHELDON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.233,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 160,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.8m (91.2ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 67.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 40.5 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: Superior to present desirable criteria,  Underclear: 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: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11955,  Location: 0.3 MI W OF LIVONIA LTS (Lat: 42.371744,  Lng: -83.436592),  Route carried "on" structure: Interstate 275,  Year Built: 1972,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 65,653 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 70,250 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: MIDDLE ROUGE RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 33.395,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 160,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 78.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 47.0 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 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: Latex Concrete

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Structure Number: 11956,  Location: 0.3 MI W OF LIVONIA LTS (Lat: 42.371650,  Lng: -83.436200),  Route carried "on" structure: Interstate 275,  Year Built: 1972,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 65,653 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 76,050 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: MIDDLE ROUGE RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 33.371,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 160,  Subroute: 8),  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 78.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 47.0 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 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: Latex Concrete

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Structure Number: 11962,  Location: S OF SCHOOLCRAFT (Lat: 42.380969,  Lng: -83.436675),  Route carried "on" structure: Interstate 275,  Year Built: 1971,  Status: Open,  Structure Length: 9.02m (29.59ft),  Average Daily Traffic: 65,653 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 74,210 (year 2018),  Design Load: HS 20,  Features Intersected: CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.423,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 160,  Subroute: 8),  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.8m (97.8ft),  Curb-To-Curb Width: 16.4m (53.8ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 67.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 40.5 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,  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: Latex Concrete

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Structure Number: 11963,  Location: S OF SCHOOLCRAFT (Lat: 42.380764,  Lng: -83.436361),  Route carried "on" structure: Ramp Interstate 275,  Year Built: 1971,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 9.84m (32.28ft),  Average Daily Traffic: 8,760 (year 1982),  Average Future Daily Traffic: 8,760 (year 1977),  Design Load: HS 20,  Features Intersected: CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.291,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 23.7m (77.8ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable 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

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Structure Number: 11965,  Location: 0.5 MI W OF LIVONIA LTS (Lat: 42.352283,  Lng: -83.436886),  Route carried "on" structure: County highway 2057,  Year Built: 1972,  Status: Open,  Structure Length: 9.92m (32.55ft),  Average Daily Traffic: 16,417 (year 1996),  Truck Traffic: 8%,  Average Future Daily Traffic: 25,000 (year 2017),  Design Load: HS 20,  Features Intersected: I-275,  Facility Carried by Structure: JOY RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.490,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.0m (124.7ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 47.0 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,  Underclear: Somewhat better than minimum adequacy,  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: Monolithic Concrete

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Structure Number: 11966,  Location: 0.5 MI W OF LIVONIA (Lat: 42.359567,  Lng: -83.435747),  Route carried "on" structure: State highway 14,  Year Built: 1972,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 30,420 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 50,181 (year 2018),  Design Load: HS 20,  Features Intersected: I-275
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.497,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 160,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 31.1m (102.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.5m (132.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 31.3m (102.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 78.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 46.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11969,  Location: 0.3 MI W OF LIVONIA LTS (Lat: 42.372825,  Lng: -83.436289),  Route carried "on" structure: County highway 2057,  Year Built: 1971,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 13,235 (year 1995),  Truck Traffic: 10%,  Average Future Daily Traffic: 18,450 (year 2042),  Design Load: HS 20,  Features Intersected: I-275,  Facility Carried by Structure: PLYMOUTH RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.047,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.4m (112.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: 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: October 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: 1197,  Location: 0.3 MI W OF LIVONIA (Lat: 42.382733,  Lng: -83.437106),  Route carried "on" structure: Interstate 275,  Year Built: 1971,  Status: Temporarily open,  Structure Length: 8.93m (29.30ft),  Average Daily Traffic: 65,653 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 74,210 (year 2018),  Design Load: HS 20,  Features Intersected: SCHOOLCRAFT RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 34.657,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 160,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.4m (99.7ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Poor,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.93m (29.30ft),  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: September 2021,  Other Special Inspection Date: September 2021,  Bridge Improvement Cost: $69,000,  Roadway Improvement Cost: $96,000,  Total Project Cost: $1,136,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 11971,  Location: 0.3 MI W OF LIVONIA (Lat: 42.382914,  Lng: -83.435831),  Route carried "on" structure: Ramp Interstate 275,  Year Built: 1971,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 9.03m (29.63ft),  Average Daily Traffic: 92,000 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 110,000 (year 2026),  Design Load: HS 20,  Features Intersected: SCHOOLCRAFT RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.185,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.3m (99.4ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  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: 30.5 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: Better than present minimum 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: 11972,  Location: 0.3 MI W OF LIVONIA (Lat: 42.387103,  Lng: -83.437025),  Route carried "on" structure: Interstate 275,  Year Built: 1971,  Status: Open,  Structure Length: 13.32m (43.70ft),  Average Daily Traffic: 65,653 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 110,000 (year 2026),  Design Load: HS 20,  Features Intersected: M-14
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 35.011,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 160,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 18.4m (60.4ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 79.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 47.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.32m (43.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $730,000,  Roadway Improvement Cost: $144,000,  Total Project Cost: $1,693,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 11973,  Location: 0.3 MI W OF LIVONIA (Lat: 42.386992,  Lng: -83.436125),  Route carried "on" structure: Interstate 275,  Year Built: 1971,  Status: Open,  Structure Length: 13.81m (45.31ft),  Average Daily Traffic: 65,653 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 110,000 (year 2026),  Design Load: HS 20,  Features Intersected: M-14
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 34.985,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 160,  Subroute: 8),  Owner: State Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 40.8m (133.9ft),  Curb-To-Curb Width: 16.4m (53.8ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 92.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 55.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: 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,  Other Special Inspection Frequency: Every 3 months,  Inspection Date: October 2020,  Other Special Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 11974,  Location: 0.3 MI W OF LIVONIA (Lat: 42.386953,  Lng: -83.435847),  Route carried "on" structure: Ramp Interstate 275,  Year Built: 1971,  Status: Open,  Structure Length: 13.81m (45.31ft),  Average Daily Traffic: 11,680 (year 1982),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,680 (year 2002),  Design Load: HS 20,  Features Intersected: M-14
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.850,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 40.8m (133.9ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 88.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 53.1 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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 3 months,  Inspection Date: August 2020,  Other Special Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 11975,  Location: 0.3 MI W OF LIVONIA (Lat: 42.391222,  Lng: -83.433997),  Route carried "on" structure: Ramp Interstate 96,  Year Built: 1971,  Status: Open,  Structure Length: 9.48m (31.10ft),  Average Daily Traffic: 7,950 (year 1982),  Average Future Daily Traffic: 7,950 (year 2012),  Design Load: HS 20,  Features Intersected: I-275 NB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.626,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 58.8m (192.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.3 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: Superior to present desirable criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 9.48m (31.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,539,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $379,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 11978,  Location: 0.3 MI W OF LIVONIA LTS (Lat: 42.370161,  Lng: -83.436186),  Route carried "on" structure: Interstate 275,  Year Built: 1972,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 65,653 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 76,050 (year 2042),  Design Load: HS 20,  Features Intersected: E HINES DR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 33.218,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 160,  Subroute: 8),  Owner: State Highway Agency,  Approaching Roadway Width: 15.1m (49.5ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.5m (116.5ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 62.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  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: Latex Concrete

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Structure Number: 11981,  Location: 0.2 MI W OF LIVONIA (Lat: 42.383019,  Lng: -83.436686),  Route carried "on" structure: Interstate 275,  Year Built: 1971,  Status: Open,  Structure Length: 8.93m (29.30ft),  Average Daily Traffic: 65,653 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 74,210 (year 2018),  Design Load: HS 20,  Features Intersected: SCHOOLCRAFT RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 34.634,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 160,  Subroute: 8),  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.5m (96.8ft),  Curb-To-Curb Width: 16.4m (53.8ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Other Special Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 11982,  Location: 0.2 MI W OF LIVONIA (Lat: 42.382978,  Lng: -83.436417),  Route carried "on" structure: Ramp Interstate 275,  Year Built: 1971,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 8.96m (29.40ft),  Average Daily Traffic: 65,653 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 74,210 (year 2018),  Design Load: HS 20,  Features Intersected: SCHOOLCRAFT RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.462,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.5m (96.8ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 67.7 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $181,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 12059,  Location: CANTON/PLYMOUTH T W/LILLY (Lat: 42.351647,  Lng: -83.462644),  Route carried "on" structure: County highway 2057,  Year Built: 1928,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 15,081 (year 1996),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,486 (year 2015),  Design Load: HS 20+Mod,  Features Intersected: TONQUISH CREEK,  Facility Carried by Structure: JOY ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.386,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.4m (17.7ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 12063,  Location: PLYMOUTH TWP W/HAGGERTY (Lat: 42.376133,  Lng: -83.454336),  Route carried "on" structure: County highway 2057,  Year Built: 1934,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 12,387 (year 1995),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,701 (year 2015),  Features Intersected: MIDDLE ROUGE RIVER,  Facility Carried by Structure: PLYMOUTH ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.517,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Superstructure: Satisfactory,  Substructure: Good,  Channel: Poor,  Operating Rating: 35.3 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: 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: May 2021

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Structure Number: 12064,  Location: PLYMOUTH TWP W/HAGGERTY (Lat: 42.376253,  Lng: -83.455103),  Route carried "on" structure: County highway 2057,  Year Built: 1934,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 12,387 (year 1995),  Average Future Daily Traffic: 12,013 (year 2015),  Design Load: HS 20+Mod,  Features Intersected: E N HINES DRIVE,  Facility Carried by Structure: PLYMOUTH ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.452,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 93.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 85.2 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: High priority of replacement,  Underclear: High priority of corrective action,  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: Integral Concrete

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Structure Number: 12065,  Location: PLYMOUTH TW N/PLYMOUTH RD (Lat: 42.384400,  Lng: -83.457111),  Route carried "on" structure: County highway 2057,  Year Built: 1933,  Status: Open,  Structure Length: 2.20m (7.22ft),  Average Daily Traffic: 7,776 (year 1997),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,321 (year 2015),  Design Load: H 20,  Features Intersected: MIDDLE ROUGE RIVER,  Facility Carried by Structure: WILCOX & HINES DR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.291,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 168,  Subroute: 3),  Owner: County Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 55.5m (182.1ft)

Condition: Channel: Satisfactory,  Culverts: 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: Somewhat better than minimum adequacy,  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: May 2021,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 12066,  Location: PLYMOUTH T W/NORTHVIL RD (Lat: 42.384925,  Lng: -83.464961),  Route carried "on" structure: County highway 2057,  Year Built: 1932,  Year Reconstructed: 1976,  Status: Temporarily open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 2,989 (year 1996),  Average Future Daily Traffic: 2,720 (year 2015),  Design Load: H 20,  Features Intersected: MIDDLE ROUGE RIVER,  Facility Carried by Structure: E N HINES DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.006,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 168,  Subroute: 9),  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.0m (52.5ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Good,  Channel: Good,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 12068,  Location: PLYMOUTH T S/PLYMOUTH RD (Lat: 42.369453,  Lng: -83.453147),  Route carried "on" structure: County highway 2057,  Year Built: 1932,  Year Reconstructed: 1977,  Status: Temporarily open,  Structure Length: 3.04m (9.97ft),  Average Daily Traffic: 7,192 (year 1996),  Average Future Daily Traffic: 6,868 (year 2015),  Design Load: H 20,  Features Intersected: MIDDLE ROUGE RIVER,  Facility Carried by Structure: E N HINES DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.562,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 168,  Subroute: 9),  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Poor,  Superstructure: Serious,  Substructure: Fair,  Channel: Poor,  Operating Rating: 60.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 12069,  Location: PLYMOUTH TWP W/HAGGERTY (Lat: 42.369906,  Lng: -83.447383),  Route carried "on" structure: County highway 2057,  Year Built: 1932,  Year Reconstructed: 1977,  Status: Temporarily open,  Structure Length: 3.04m (9.97ft),  Average Daily Traffic: 7,192 (year 1996),  Average Future Daily Traffic: 6,868 (year 2015),  Design Load: H 20,  Features Intersected: MIDDLE ROUGE RIVER,  Facility Carried by Structure: E N HINES DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.054,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 168,  Subroute: 9),  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 60.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1207,  Location: PLYMOUTH TWP E/I-275 (Lat: 42.370236,  Lng: -83.432822),  Route carried "on" structure: County highway 2057,  Year Built: 1932,  Year Reconstructed: 1968,  Status: Temporarily open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 7,365 (year 1996),  Average Future Daily Traffic: 7,028 (year 2015),  Design Load: H 20,  Features Intersected: MIDDLE ROUGE RIVER,  Facility Carried by Structure: E N HINES DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.263,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 168,  Subroute: 9),  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.0m (52.5ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 12075,  Location: PLYMTH T/NORTHV T W/RIDGE (Lat: 42.393317,  Lng: -83.534575),  Route carried "on" structure: County highway ,  Year Built: 1956,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 4,414 (year 1995),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,869 (year 2015),  Design Load: H 20,  Features Intersected: JOHNSON DRAIN,  Facility Carried by Structure: FIVE MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.244,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 56.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 33.7 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: 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous