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

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Structure Number: 1214,  Location: 2.6 MI S OF I-94 (Lat: 42.261942,  Lng: -84.988442),  Route carried "on" structure: Interstate 69,  Year Built: 1968,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 10,679 (year 2007),  Truck Traffic: 34%,  Average Future Daily Traffic: 25,600 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: KALAMAZOO RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 21.912,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 129,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  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: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 111,  Location: 5.3 MI E OF WASHTENAW COL (Lat: 42.220139,  Lng: -83.439950),  Route carried "on" structure: County highway 2057,  Year Built: 1974,  Status: Open,  Structure Length: 8.04m (26.38ft),  Average Daily Traffic: 15,500 (year 1995),  Truck Traffic: 15%,  Average Future Daily Traffic: 26,000 (year 2017),  Design Load: HS 20,  Features Intersected: I-94,  Facility Carried by Structure: HAGGERTY RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.167,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.8m (133.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 27.5m (90.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 81.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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,  Length Of Structure Improvement: 8.05m (26.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $590,000,  Roadway Improvement Cost: $37,000,  Total Project Cost: $435,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11101,  Location: 3 MI E OF BELLEVILLE (Lat: 42.220733,  Lng: -83.424278),  Route carried "on" structure: Interstate 94,  Year Built: 1972,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 57,166 (year 2007),  Truck Traffic: 11%,  Average Future Daily Traffic: 57,129 (year 2018),  Design Load: HS 20,  Features Intersected: HANNAN RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.859,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 158,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 18.7m (61.4ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.0m (98.4ft),  Curb-To-Curb Width: 18.7m (61.4ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11102,  Location: 3 MI E OF BELLEVILLE (Lat: 42.220408,  Lng: -83.424247),  Route carried "on" structure: Interstate 94,  Year Built: 1972,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 57,166 (year 2007),  Truck Traffic: 11%,  Average Future Daily Traffic: 57,129 (year 2018),  Design Load: HS 20,  Features Intersected: HANNAN RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.858,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 157,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 18.7m (61.4ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.3m (102.7ft),  Curb-To-Curb Width: 18.7m (61.4ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  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: 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: 11107,  Location: 4.0 MI W OF TAYLOR (Lat: 42.225533,  Lng: -83.395414),  Route carried "on" structure: Interstate 94,  Year Built: 2003,  Status: Open,  Structure Length: 8.68m (28.48ft),  Average Daily Traffic: 55,956 (year 2007),  Truck Traffic: 15%,  Average Future Daily Traffic: 57,789 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: CSX RR & SHOOK RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 12.326,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 157,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 23.0m (75.5ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.1 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: 11108,  Location: 4.0 MI W OF TAYLOR (Lat: 42.226000,  Lng: -83.395425),  Route carried "on" structure: Interstate 94,  Year Built: 2003,  Status: Open,  Structure Length: 8.68m (28.48ft),  Average Daily Traffic: 55,956 (year 2007),  Truck Traffic: 15%,  Average Future Daily Traffic: 57,789 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: CSX RR & SHOOK RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 12.330,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 158,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 23.0m (75.5ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: 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: August 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: 11111,  Location: 4.3 MI W OF TAYLOR (Lat: 42.227967,  Lng: -83.385572),  Route carried "on" structure: Interstate 94,  Year Built: 1962,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 4.28m (14.04ft),  Average Daily Traffic: 74,175 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 78,763 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: WAYNE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 13.183,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 157,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.3m (56.8ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 77.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 46.7 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: Meets minimum limits,  Underclear: High priority of corrective action,  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: 11112,  Location: 4.3 MI W OF TAYLOR (Lat: 42.228406,  Lng: -83.385608),  Route carried "on" structure: Interstate 94,  Year Built: 1962,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 4.28m (14.04ft),  Average Daily Traffic: 74,175 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 78,763 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: WAYNE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 13.183,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 158,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.3m (56.8ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Excellent,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  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: 11113,  Location: 1.9 MI W OF TAYLOR (Lat: 42.238703,  Lng: -83.341475),  Route carried "on" structure: Interstate 94,  Year Built: 1993,  Status: Open,  Structure Length: 4.38m (14.37ft),  Average Daily Traffic: 74,175 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 78,763 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: MERRIMAN RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 17.011,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 157,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 35.3m (115.8ft),  Out-to-Out Width: 37.1m (121.7ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: Very good,  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: 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: 11114,  Location: 1.9 MI W OF TAYLOR (Lat: 42.239253,  Lng: -83.341719),  Route carried "on" structure: Interstate 94,  Year Built: 1993,  Status: Open,  Structure Length: 4.38m (14.37ft),  Average Daily Traffic: 74,175 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 78,763 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: MERRIMAN RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 17.000,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 158,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 31.6m (103.7ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Deck: Excellent,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 82.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: 11115,  Location: 1.2 MI W OF TAYLOR (Lat: 42.242056,  Lng: -83.327925),  Route carried "on" structure: Interstate 94,  Year Built: 1993,  Status: Open,  Structure Length: 4.43m (14.53ft),  Average Daily Traffic: 74,175 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 78,763 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: MIDDLEBELT RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 18.194,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 157,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 31.6m (103.7ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: Good,  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: 41.5 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: 11116,  Location: 1.2 MI W OF TAYLOR (Lat: 42.242647,  Lng: -83.327942),  Route carried "on" structure: Interstate 94,  Year Built: 1993,  Status: Open,  Structure Length: 4.43m (14.53ft),  Average Daily Traffic: 74,175 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 78,763 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: MIDDLEBELT RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 18.197,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 158,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 35.3m (115.8ft),  Out-to-Out Width: 37.1m (121.7ft)

Condition: Deck: Excellent,  Superstructure: Satisfactory,  Substructure: Good,  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: 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: 11143,  Location: 4 MI E OF BELLEVILLE (Lat: 42.223019,  Lng: -83.405214),  Route carried "on" structure: City street 2057,  Year Built: 1972,  Status: Open,  Structure Length: 13.11m (43.01ft),  Average Daily Traffic: 4,623 (year 1997),  Truck Traffic: 3%,  Average Future Daily Traffic: 99,999 (year 2017),  Design Load: HS 20,  Features Intersected: I-94,  Facility Carried by Structure: OZGA RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 14.594,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 54.5m (178.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 65.4 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11155,  Location: I-94 AT MERRIMAN (Lat: 42.241831,  Lng: -83.342297),  Route carried "on" structure: Ramp Interstate 94,  Year Built: 1993,  Status: Open,  Structure Length: 2.98m (9.78ft),  Average Daily Traffic: 5,000 (year 1990),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,000 (year 2010),  Design Load: HS 25 or greater,  Features Intersected: N BD MERRIMAN ROAD,  Facility Carried by Structure: RAMP H TO SB MERRI
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.161,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.8m (97.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 77.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 24.9 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: 11884,  Location: NEW BOSTON VILLAGE (Lat: 42.143047,  Lng: -83.382303),  Route carried "on" structure: Interstate 275,  Year Built: 1974,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 9.01m (29.56ft),  Average Daily Traffic: 23,572 (year 2007),  Truck Traffic: 18%,  Average Future Daily Traffic: 18,841 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: HURON R & METROPARK PATH
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.549,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 160,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 20.5m (67.3ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 62.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 37.3 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2020,  Underwater Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 11885,  Location: NEW BOSTON VILLAGE (Lat: 42.143247,  Lng: -83.381833),  Route carried "on" structure: Interstate 275,  Year Built: 1974,  Status: Open,  Structure Length: 8.69m (28.51ft),  Average Daily Traffic: 23,572 (year 2007),  Truck Traffic: 18%,  Average Future Daily Traffic: 18,841 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: HURON R & METROPARK PATH
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.532,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 160,  Subroute: 8),  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.8m (84.6ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  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: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2020,  Underwater Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 11895,  Location: IN ROMULUS (Lat: 42.209725,  Lng: -83.394928),  Route carried "on" structure: Interstate 275,  Year Built: 1973,  Status: Open,  Structure Length: 5.47m (17.95ft),  Average Daily Traffic: 35,403 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 37,380 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: CSX RR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 13.138,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 160,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 17.3m (56.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.49m (18.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $212,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $197,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Membrane: Epoxy

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Structure Number: 11896,  Location: IN ROMULUS (SW) (Lat: 42.210136,  Lng: -83.394939),  Route carried "on" structure: Interstate 275,  Year Built: 1974,  Status: Open,  Structure Length: 5.80m (19.03ft),  Average Daily Traffic: 35,403 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 37,380 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: CSX RR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 13.192,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 160,  Subroute: 8),  Owner: State Highway Agency,  Approaching Roadway Width: 17.3m (56.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Membrane: Epoxy

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Structure Number: 11899,  Location: 1.9 MI SE OF NEW BOSTON (Lat: 42.137239,  Lng: -83.381686),  Route carried "on" structure: County highway 8212,  Year Built: 1974,  Status: Open,  Structure Length: 8.99m (29.49ft),  Average Daily Traffic: 4,791 (year 1995),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,400 (year 2017),  Design Load: HS 20,  Features Intersected: I-275,  Facility Carried by Structure: SOUTH HURON
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.315,  Lanes on structure: 6,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 46.0m (150.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 24.8m (81.4ft),  Out-to-Out Width: 27.5m (90.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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: 45.0 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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 8.99m (29.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $872,000,  Roadway Improvement Cost: $37,000,  Total Project Cost: $440,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 119,  Location: 1.0 MI SE OF NEW BOSTON (Lat: 42.151897,  Lng: -83.383486),  Route carried "on" structure: County highway ,  Year Built: 1974,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 12.81m (42.03ft),  Average Daily Traffic: 5,071 (year 1996),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,700 (year 2017),  Design Load: HS 20,  Features Intersected: I-275,  Facility Carried by Structure: HURON RIVER DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.142,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 49.1m (161.1ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 86.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 9.33m (30.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $519,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $385,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11901,  Location: 0.7 MI E OF NEW BOSTON (Lat: 42.165539,  Lng: -83.387517),  Route carried "on" structure: County highway 8222,  Year Built: 1974,  Status: Open,  Structure Length: 8.78m (28.81ft),  Average Daily Traffic: 12,377 (year 1992),  Truck Traffic: 15%,  Average Future Daily Traffic: 20,300 (year 2017),  Design Load: HS 20,  Features Intersected: I-275,  Facility Carried by Structure: SIBLEY RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.273,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 160,  Subroute: 8),  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.9m (144.0ft),  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: Good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 49.6 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: 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: May 2020,  Bridge Improvement Cost: $83,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11904,  Location: IN ROMULUS (Lat: 42.208728,  Lng: -83.393144),  Route carried "on" structure: Interstate 275,  Year Built: 1974,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 35,403 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 37,380 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: NORTHLINE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 12.952,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 160,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.2m (105.6ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 81.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11905,  Location: IN ROMULUS (Lat: 42.211986,  Lng: -83.404756),  Route carried "on" structure: Interstate 275,  Year Built: 1974,  Status: Open,  Structure Length: 4.16m (13.65ft),  Average Daily Traffic: 35,403 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 37,380 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: S HURON RIVER DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 13.989,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 160,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.6m (136.5ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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: 59.3 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.18m (13.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $152,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $102,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11906,  Location: IN ROMULUS (Lat: 42.215750,  Lng: -83.409672),  Route carried "on" structure: City street 2057,  Year Built: 1974,  Status: Open,  Structure Length: 12.24m (40.16ft),  Average Daily Traffic: 6,500 (year 1977),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,500 (year 1977),  Design Load: HS 20,  Features Intersected: I-275,  Facility Carried by Structure: W HURON RIVER DR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.776,  Lanes on structure: 4,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 40.9m (134.2ft),  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: 20.2m (66.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 50.5 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11907,  Location: IN ROMULUS (Lat: 42.222039,  Lng: -83.411958),  Route carried "on" structure: Interstate 94,  Year Built: 1972,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 57,166 (year 2007),  Truck Traffic: 15%,  Average Future Daily Traffic: 67,450 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: I-275
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.878,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 157,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 20.8m (68.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 37.1m (121.7ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 43.7 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: Equal to present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,308,000,  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: 11908,  Location: IN ROMULUS (Lat: 42.208731,  Lng: -83.392414),  Route carried "on" structure: Interstate 275,  Year Built: 1974,  Status: Open,  Structure Length: 6.14m (20.14ft),  Average Daily Traffic: 35,403 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 37,380 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: NORTHLINE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 12.932,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 160,  Subroute: 8),  Owner: State Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.9m (101.4ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11909,  Location: IN ROMULUS (Lat: 42.222444,  Lng: -83.412069),  Route carried "on" structure: Interstate 94,  Year Built: 1972,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 57,166 (year 2007),  Truck Traffic: 15%,  Average Future Daily Traffic: 67,450 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: I-275
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.873,  Lanes on structure: 3,  Lanes under structure: 9,  Base Highway Network: Yes (Inventory Route: 158,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 37.3m (122.4ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: 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: 1191,  Location: IN ROMULUS (Lat: 42.222636,  Lng: -83.412119),  Route carried "on" structure: Ramp Interstate 94,  Year Built: 1972,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 10,200 (year 1982),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,200 (year 1977),  Design Load: HS 20+Mod,  Features Intersected: I-275
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.634,  Lanes on structure: 2,  Lanes under structure: 9,  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: 37.3m (122.4ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 72.3 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: 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,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Other Special Inspection Date: August 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: 11911,  Location: IN ROMULUS (Lat: 42.212392,  Lng: -83.404772),  Route carried "on" structure: Interstate 275,  Year Built: 1974,  Status: Open,  Structure Length: 4.19m (13.75ft),  Average Daily Traffic: 35,403 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 37,380 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: S HURON RIVER DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 14.045,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 160,  Subroute: 8),  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.9m (137.5ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 59.3 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.21m (13.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $159,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $106,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11912,  Location: IN ROMULUS (Lat: 42.221983,  Lng: -83.415217),  Route carried "on" structure: Interstate 94,  Year Built: 1972,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 57,166 (year 2007),  Truck Traffic: 11%,  Average Future Daily Traffic: 67,450 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: I-275 SB TO I-94 EB RAMP
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.633,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: 158,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.3m (119.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 66.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: 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: 11913,  Location: IN ROMULUS (Lat: 42.222153,  Lng: -83.415308),  Route carried "on" structure: Ramp Interstate 94,  Year Built: 1972,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 3.73m (12.24ft),  Average Daily Traffic: 4,400 (year 1982),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,060 (year 2002),  Design Load: HS 20+Mod,  Features Intersected: I-275 SB TO I-94 EB RAMP
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.389,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.1m (118.4ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Inventory Rating: 60.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: 11915,  Location: IN ROMULUS (WEST) (Lat: 42.220233,  Lng: -83.411514),  Route carried "on" structure: Ramp Interstate 94,  Year Built: 1974,  Status: Open,  Structure Length: 11.09m (36.38ft),  Average Daily Traffic: 7,700 (year 1982),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,700 (year 1977),  Design Load: HS 25 or greater,  Features Intersected: I-275
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.552,  Lanes on structure: 1,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 37.7m (123.7ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 43.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11924,  Location: 1 MI SW OF WAYNE (Lat: 42.248667,  Lng: -83.443175),  Route carried "on" structure: Ramp Interstate 275,  Year Built: 1974,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 4,460 (year 2012),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,530 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: MCCLAUGHREY DRAIN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.063,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.6m (21.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.7m (51.5ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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: 47.3 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 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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 11925,  Location: 1 MI SW OF WAYNE (Lat: 42.248667,  Lng: -83.440239),  Route carried "on" structure: Interstate 275,  Year Built: 1974,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 44,965 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 57,850 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: MCCLAUGHREY DRAIN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 19.615,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 160,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 62.5 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: 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: 11926,  Location: 1 MI SW OF WAYNE (Lat: 42.248669,  Lng: -83.439753),  Route carried "on" structure: Interstate 275,  Year Built: 1974,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 44,965 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 51,850 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: MCCLAUGHREY DRAIN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 19.604,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 160,  Subroute: 8),  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 62.5 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: 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: 11927,  Location: 1 MI SW OF WAYNE (Lat: 42.248642,  Lng: -83.436919),  Route carried "on" structure: Ramp Interstate 275,  Year Built: 1974,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 4,160 (year 2012),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,200 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: MCCLAUGHERY DRAIN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.641,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.7m (51.5ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 91.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 54.8 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: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 11943,  Location: IN ROMULUS (Lat: 42.229314,  Lng: -83.424736),  Route carried "on" structure: County highway 2057,  Year Built: 1974,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 9.08m (29.79ft),  Average Daily Traffic: 3,000 (year 1974),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,000 (year 1977),  Design Load: HS 20,  Features Intersected: I-275,  Facility Carried by Structure: HANNAN RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.034,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.7m (48.2ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.0m (147.6ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 91.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 11944,  Location: 3.0 MI NE OF BELLEVILLE (Lat: 42.235761,  Lng: -83.437836),  Route carried "on" structure: County highway 2000,  Year Built: 1974,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 8.90m (29.20ft),  Average Daily Traffic: 780 (year 1996),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,300 (year 2017),  Design Load: HS 20,  Features Intersected: I-275,  Facility Carried by Structure: TYLER RD.
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.488,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 61.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 minimum 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