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

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Structure Number: 11299,  Location: 2.3 MI E OF WASHTENAW COL (Lat: 42.267583,  Lng: -83.502736),  Route carried "on" structure: US 12,  Year Built: 2003,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 7,495 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,346 (year 2018),  Features Intersected: APPLE RUN DRAIN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.059,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 160,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable 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 2020,  Bridge Improvement Cost: $5,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 113,  Location: 2.5 MI E OF WASHTENAW COL (Lat: 42.268872,  Lng: -83.498839),  Route carried "on" structure: US 12,  Year Built: 2003,  Status: Open,  Structure Length: 1.24m (4.07ft),  Average Daily Traffic: 7,495 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,346 (year 2018),  Features Intersected: APPLE RUN DRAIN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.355,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 470,  Subroute: 65),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present 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: Bituminous

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Structure Number: 11327,  Location: 3.3 MI E OF WASHTENAW COL (Lat: 42.322036,  Lng: -83.483969),  Route carried "on" structure: State highway 153,  Year Built: 2006,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 25,833 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 49,000 (year 2025),  Design Load: HS 25 or greater,  Features Intersected: FELLOWS CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.131,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 159,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 3.8m (12.5ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 31.5m (103.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 66.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11918,  Location: 2.5 MI W OF WAYNE (Lat: 42.282217,  Lng: -83.443544),  Route carried "on" structure: Ramp Interstate 275,  Year Built: 1974,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 7,020 (year 1982),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,020 (year 1977),  Design Load: HS 25 or greater,  Features Intersected: LOWER ROUGE R/BIKE PATH
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.333,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 60.5 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,  Waterway Adequacy: Equal to present desirable 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

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Structure Number: 11919,  Location: 2.5 MI W OF WAYNE (Lat: 42.282472,  Lng: -83.442356),  Route carried "on" structure: Interstate 275,  Year Built: 1974,  Status: Open,  Structure Length: 7.26m (23.82ft),  Average Daily Traffic: 53,635 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 51,850 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: LOWER ROUGE R/BIKE PATH
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 23.377,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 160,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.5m (67.3ft),  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: 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: 28.8 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: 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: 1192,  Location: 2.5 MI W OF WAYNE (Lat: 42.282567,  Lng: -83.441881),  Route carried "on" structure: Interstate 275,  Year Built: 1974,  Status: Open,  Structure Length: 7.26m (23.82ft),  Average Daily Traffic: 53,635 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 51,850 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: LOWER ROUGE R/BIKE PATH
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 23.375,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 160,  Subroute: 8),  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.5m (67.3ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 40.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11921,  Location: 2.0 MI NW OF WAYNE (Lat: 42.306047,  Lng: -83.442875),  Route carried "on" structure: Interstate 275,  Year Built: 1974,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 50,325 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 51,850 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: FELLOWS CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 26.016,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 160,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.5m (37.7ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  Operating Rating: 91.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.0 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,  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: Epoxy Overlay

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Structure Number: 11922,  Location: 0.25 MI W OF WAYNE (Lat: 42.282617,  Lng: -83.441514),  Route carried "on" structure: Ramp Interstate 275,  Year Built: 1974,  Status: Open,  Structure Length: 7.39m (24.25ft),  Average Daily Traffic: 7,020 (year 1982),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,020 (year 1977),  Design Load: HS 25 or greater,  Features Intersected: LOWER ROUGE R/BIKE PATH
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.369,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 94.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.3 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 11923,  Location: 2.0 MI NW OF WAYNE (Lat: 42.305800,  Lng: -83.442386),  Route carried "on" structure: Interstate 275,  Year Built: 1974,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 50,365 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 51,850 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: FELLOWS CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 25.977,  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: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.4m (37.4ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Poor,  Operating Rating: 90.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.2 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,  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: 11941,  Location: 2.2 MI.W OF WAYNE (Lat: 42.268550,  Lng: -83.441175),  Route carried "on" structure: Interstate 275,  Year Built: 1974,  Status: Open,  Structure Length: 4.73m (15.52ft),  Average Daily Traffic: 48,903 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 61,850 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: MDOT RR CORRIDOR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 21.848,  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: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Good,  Superstructure: Very 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: 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: 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 11942,  Location: 2.2 MI W OF WAYNE (Lat: 42.268617,  Lng: -83.440694),  Route carried "on" structure: Interstate 275,  Year Built: 1974,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 4.73m (15.52ft),  Average Daily Traffic: 48,903 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 61,850 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: MDOT RR CORRIDOR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 21.844,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 160,  Subroute: 8),  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 61.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 24.3 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 11946,  Location: 2.2 MI W OF WAYNE (Lat: 42.264850,  Lng: -83.440978),  Route carried "on" structure: Interstate 275,  Year Built: 1974,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 78,900 (year 2012),  Truck Traffic: 9%,  Average Future Daily Traffic: 51,850 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: VAN BORN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 21.421,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 160,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  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: Good,  Operating Rating: 90.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 54.1 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: Equal to present minimum criteria,  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

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Structure Number: 11947,  Location: 3/4 MI W OF W OF LI WAYNE (Lat: 42.280053,  Lng: -83.441747),  Route carried "on" structure: Interstate 275,  Year Built: 1974,  Status: Open,  Structure Length: 8.20m (26.90ft),  Average Daily Traffic: 48,903 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 51,850 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: MICHIGAN AVE(US-12)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 23.103,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 160,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.8m (137.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.2 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 11948,  Location: 1 MI NW OF WAYNE (Lat: 42.293897,  Lng: -83.443131),  Route carried "on" structure: County highway 2057,  Year Built: 1974,  Status: Open,  Structure Length: 8.93m (29.30ft),  Average Daily Traffic: 3,948 (year 1994),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,000 (year 2017),  Design Load: HS 20,  Features Intersected: I-275,  Facility Carried by Structure: PALMER RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.558,  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: 45.3m (148.6ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 90.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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: 11949,  Location: 2 MI NW OF WAYNE (Lat: 42.308619,  Lng: -83.442167),  Route carried "on" structure: County highway 2057,  Year Built: 1974,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 16,165 (year 1996),  Truck Traffic: 8%,  Average Future Daily Traffic: 27,000 (year 2017),  Design Load: HS 20,  Features Intersected: I-275,  Facility Carried by Structure: CHERRY HILL RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.496,  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: 44.4m (145.7ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: 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: 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: 1195,  Location: 5 MI W OF GARDEN CITY (Lat: 42.323119,  Lng: -83.443528),  Route carried "on" structure: Interstate 275,  Year Built: 1972,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 63,759 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 51,850 (year 2042),  Design Load: HS 20,  Features Intersected: M-153 (FORD RD)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 27.913,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 160,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.3m (89.6ft),  Curb-To-Curb Width: 18.7m (61.4ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 94.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  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: Epoxy Overlay

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Structure Number: 11951,  Location: 2.2 MI W OF WAYNE (Lat: 42.264861,  Lng: -83.440503),  Route carried "on" structure: Interstate 275,  Year Built: 1974,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 48,903 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 51,850 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: VANBORN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 21.410,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 160,  Subroute: 8),  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  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: 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: 65.8 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: Equal to 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 11952,  Location: 3/4 MI W OF WAYNE C LTS (Lat: 42.280111,  Lng: -83.441225),  Route carried "on" structure: Interstate 275,  Year Built: 1974,  Status: Open,  Structure Length: 8.20m (26.90ft),  Average Daily Traffic: 48,903 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 51,850 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: MICHIGAN AVE(US-12)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 23.096,  Lanes on structure: 4,  Lanes under structure: 9,  Base Highway Network: Yes (Inventory Route: 160,  Subroute: 8),  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.8m (137.1ft),  Curb-To-Curb Width: 18.4m (60.4ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 96.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than 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: Epoxy Overlay

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Structure Number: 11953,  Location: 5 MI W OF GARDEN CITY (Lat: 42.323136,  Lng: -83.443050),  Route carried "on" structure: Interstate 275,  Year Built: 1972,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 63,759 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 51,800 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: M-153 (FORD RD)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 27.902,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 160,  Subroute: 8),  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.3m (89.6ft),  Curb-To-Curb Width: 18.7m (61.4ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 78.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 11954,  Location: 3.5 MI SE OF PLYMOUTH (Lat: 42.334975,  Lng: -83.443606),  Route carried "on" structure: Interstate 275,  Year Built: 1972,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 63,759 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 70,250 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: TONQUISH CR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 29.230,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 160,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.6m (31.5ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  Operating Rating: 75.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: 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: Epoxy Overlay

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Structure Number: 11957,  Location: 3.5 MI SE OF PLYMOUTH (Lat: 42.334967,  Lng: -83.443111),  Route carried "on" structure: Interstate 275,  Year Built: 1972,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 63,759 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 76,050 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: TONQUISH CR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 29.217,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 160,  Subroute: 8),  Owner: State Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.6m (31.5ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 75.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: 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: Epoxy Overlay

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Structure Number: 11959,  Location: 1 MI W OF LIVONIA (Lat: 42.343369,  Lng: -83.440886),  Route carried "on" structure: Interstate 275,  Year Built: 1972,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 63,759 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 76,050 (year 2042),  Design Load: HS 20,  Features Intersected: CSX RR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 30.170,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 160,  Subroute: 8),  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.4m (73.5ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 77.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.4 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: 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: 11961,  Location: 1.0 MI W OF LIVONIA (Lat: 42.343794,  Lng: -83.441236),  Route carried "on" structure: Interstate 275,  Year Built: 1972,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 63,759 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 70,250 (year 2042),  Design Load: HS 20,  Features Intersected: CSX RR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 30.231,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 160,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.4m (73.5ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 77.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.4 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: Better than 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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11964,  Location: 3 MI SE OF PLYMOUTH (Lat: 42.332508,  Lng: -83.442947),  Route carried "on" structure: County highway 2057,  Year Built: 1972,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 9.94m (32.61ft),  Average Daily Traffic: 17,481 (year 1997),  Truck Traffic: 8%,  Average Future Daily Traffic: 17,200 (year 2042),  Design Load: HS 20,  Features Intersected: I-275,  Facility Carried by Structure: WARREN RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.696,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 4.3m (14.1ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 90.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 54.1 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: Better than 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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11979,  Location: 1 MI W OF LIVONIA LTS (Lat: 42.341308,  Lng: -83.442236),  Route carried "on" structure: Interstate 275,  Year Built: 1972,  Status: Open,  Structure Length: 3.00m (9.84ft),  Average Daily Traffic: 63,759 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 70,250 (year 2042),  Design Load: HS 20,  Features Intersected: KOPPERNICK RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 29.943,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 160,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 15.0m (49.2ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.9m (94.8ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 80.4 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: Equal to 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 1198,  Location: 1 MI W OF LIVONIA (Lat: 42.341319,  Lng: -83.441717),  Route carried "on" structure: Interstate 275,  Year Built: 1972,  Status: Open,  Structure Length: 3.00m (9.84ft),  Average Daily Traffic: 63,759 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 76,050 (year 2042),  Design Load: HS 20,  Features Intersected: KOPPERNICK RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 29.932,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 160,  Subroute: 8),  Owner: State Highway Agency,  Approaching Roadway Width: 15.0m (49.2ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.9m (94.8ft),  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: 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: Better than present minimum criteria,  Deck Geometry: Equal to 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 12045,  Location: CANTON W/BARR (Lat: 42.277058,  Lng: -83.538767),  Route carried "on" structure: County highway 2057,  Year Built: 2001,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 5,404 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,215 (year 2020),  Design Load: H 10,  Features Intersected: FOWLER DRAIN,  Facility Carried by Structure: GEDDES ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.259,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.4m (24.3ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 62.5 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: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  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

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Structure Number: 12046,  Location: CANTON W/CANTON CENTER (Lat: 42.277811,  Lng: -83.492619),  Route carried "on" structure: County highway 2057,  Year Built: 1997,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 8,349 (year 1997),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,114 (year 2015),  Design Load: HS 25 or greater,  Features Intersected: SINES DRAIN,  Facility Carried by Structure: GEDDES ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.071,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: 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: 97.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 12048,  Location: CANTON W/I-275 (Lat: 42.308581,  Lng: -83.443869),  Route carried "on" structure: County highway 2057,  Year Built: 1975,  Status: Posted for load,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 16,165 (year 1996),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,390 (year 2015),  Design Load: HS 20+Mod,  Features Intersected: FELLOWS CREEK,  Facility Carried by Structure: CHERRY HILL ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.372,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Good,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 12103,  Location: CANTON N/PROCTOR (Lat: 42.295942,  Lng: -83.541989),  Route carried "on" structure: County highway ,  Year Built: 1979,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 2,935 (year 1996),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,958 (year 2015),  Design Load: HS 20+Mod,  Features Intersected: LOWER ROUGE RIVER,  Facility Carried by Structure: RIDGE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.401,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 24.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 12104,  Location: CANTON N/GEDDES (Lat: 42.282253,  Lng: -83.505425),  Route carried "on" structure: County highway 2057,  Year Built: 1967,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,393 (year 1997),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,039 (year 2015),  Features Intersected: FOWLER CREEK,  Facility Carried by Structure: BECK ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.661,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 76.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 46.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 12105,  Location: CANTON N/GEDDES (Lat: 42.283478,  Lng: -83.505467),  Route carried "on" structure: County highway 2057,  Year Built: 1967,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 1,393 (year 1997),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,039 (year 2015),  Features Intersected: LOWER ROUGE RIVER,  Facility Carried by Structure: BECK ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.796,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.9m (35.8ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 71.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.4 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: 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 12106,  Location: CANTON T N/FORD (Lat: 42.321161,  Lng: -83.507233),  Route carried "on" structure: County highway 2057,  Year Built: 1993,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 8,061 (year 1997),  Truck Traffic: 2%,  Average Future Daily Traffic: 12,000 (year 2015),  Design Load: HS 25 or greater,  Features Intersected: FELLOWS CREEK,  Facility Carried by Structure: BECK ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.984,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 90.4 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: 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: March 2022,  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: 12111,  Location: CANTON S/PALMER (Lat: 42.288600,  Lng: -83.486253),  Route carried "on" structure: County highway 2057,  Year Built: 2003,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 17,600 (year 2000),  Truck Traffic: 10%,  Average Future Daily Traffic: 28,500 (year 2020),  Design Load: HS 20+Mod,  Features Intersected: LOWER ROUGE RIVER,  Facility Carried by Structure: CANTON CENTER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.873,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 470,  Subroute: 30),  Owner: County Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.6m (41.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 89.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 53.5 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: 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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy,  Deck Protection: Bituminous

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Structure Number: 12112,  Location: CANTON N/FORD (Lat: 42.322203,  Lng: -83.487925),  Route carried "on" structure: County highway 2057,  Year Built: 2001,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 30,266 (year 2000),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,925 (year 2015),  Design Load: HS 25 or greater,  Features Intersected: FELLOWS CREEK,  Facility Carried by Structure: CANTON CENTER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.607,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 470,  Subroute: 30),  Owner: County Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.7m (61.4ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 40.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum 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: 12127,  Location: CANTON N/WARREN (Lat: 42.342114,  Lng: -83.459611),  Route carried "on" structure: County highway 2057,  Year Built: 1946,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 18,579 (year 1996),  Truck Traffic: 2%,  Average Future Daily Traffic: 17,790 (year 2015),  Design Load: HS 20+Mod,  Features Intersected: TONQUISH CREEK,  Facility Carried by Structure: LILLEY ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.202,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 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: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  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: 12131,  Location: CANTON N/MICHIGAN (Lat: 42.279886,  Lng: -83.446917),  Route carried "on" structure: County highway 2057,  Year Built: 1931,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 1,616 (year 1995),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,005 (year 2015),  Design Load: HS 20,  Features Intersected: LOWER ROUGE RIVER,  Facility Carried by Structure: HAGGERTY ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.970,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 7 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  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: 20.2m (66.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 90.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2022,  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: 12132,  Location: CANTON S/CHERRY HILL (Lat: 42.301092,  Lng: -83.448011),  Route carried "on" structure: County highway 2057,  Year Built: 1973,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 6,827 (year 1995),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,250 (year 2015),  Design Load: HS 20+Mod,  Features Intersected: TRUESDELL DRAIN,  Facility Carried by Structure: HAGGERTY ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.326,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Out-to-Out Width: 37.2m (122.0ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 69.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 41.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 12253,  Location: CANTON W/RIDGE (Lat: 42.327944,  Lng: -83.532222),  Route carried "on" structure: County highway ,  Year Built: 1944,  Status: Posted for load,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 200 (year 1987),  Truck Traffic: 1%,  Average Future Daily Traffic: 240 (year 2015),  Design Load: HS 20+Mod,  Features Intersected: FELLOWS CREEK,  Facility Carried by Structure: HANFORD ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.402,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 39.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 23.7 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 12254,  Location: CANTON N/FORD (Lat: 42.326458,  Lng: -83.527400),  Route carried "on" structure: County highway ,  Year Built: 1978,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,139 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,300 (year 2039),  Design Load: HL 93,  Features Intersected: FELLOWS CREEK,  Facility Carried by Structure: RIDGE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.849,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft)

Condition: Channel: Excellent,  Culverts: Excellent,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 87.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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