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

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Structure Number: 7205,  Location: 1.0 MI NE CARLTON (Lat: 42.080219,  Lng: -83.373433),  Route carried "on" structure: Interstate 275,  Year Built: 1973,  Status: Open,  Structure Length: 1.12m (3.67ft),  Average Daily Traffic: 19,015 (year 2007),  Truck Traffic: 19%,  Average Future Daily Traffic: 17,579 (year 2018),  Design Load: HS 20,  Features Intersected: N BR SWAN CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 11.024,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 430,  Subroute: 62),  Owner: State Highway Agency,  Approaching Roadway Width: 57.9m (190.0ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Poor,  Culverts: 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: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.13m (3.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7206,  Location: 1.0 MI NE CARLTON (Lat: 42.072400,  Lng: -83.367400),  Route carried "on" structure: Interstate 275,  Year Built: 1973,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 19,015 (year 2007),  Truck Traffic: 19%,  Average Future Daily Traffic: 17,579 (year 2018),  Design Load: HS 20,  Features Intersected: SWAN CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 12.090,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 122,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 57.9m (190.0ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Poor,  Culverts: 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: 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,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7207,  Location: 1 MI E OF CARLETON (Lat: 42.069889,  Lng: -83.365597),  Route carried "on" structure: Interstate 275,  Year Built: 1973,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 19,015 (year 2007),  Truck Traffic: 19%,  Average Future Daily Traffic: 17,579 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: GTW RR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.706,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 430,  Subroute: 62),  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.1m (85.6ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 23.4m (76.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 86.6 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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Superior 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: Latex Concrete,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7208,  Location: 1 MI NE OF CARLETON (Lat: 42.080758,  Lng: -83.373897),  Route carried "on" structure: Interstate 275,  Year Built: 1973,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 19,015 (year 2007),  Truck Traffic: 19%,  Average Future Daily Traffic: 17,579 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: CONRAIL
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 11.095,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 430,  Subroute: 62),  Owner: State Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 96.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 58.0 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,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7209,  Location: 1 MI E OF CARLETON (Lat: 42.070075,  Lng: -83.365156),  Route carried "on" structure: Interstate 275,  Year Built: 1973,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 19,015 (year 2007),  Truck Traffic: 19%,  Average Future Daily Traffic: 17,579 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: GTW RR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.773,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 122,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.1m (85.6ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 87.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 52.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 721,  Location: 1 MI NE OF CARLETON (Lat: 42.081064,  Lng: -83.373558),  Route carried "on" structure: Interstate 275,  Year Built: 1973,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 19,015 (year 2007),  Truck Traffic: 19%,  Average Future Daily Traffic: 17,579 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: CONRAIL
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 12.178,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 122,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 93.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7213,  Location: SE OF CARLETON (Lat: 42.007514,  Lng: -83.338236),  Route carried "on" structure: County highway 5874,  Year Built: 1973,  Status: Open,  Structure Length: 10.01m (32.84ft),  Average Daily Traffic: 460 (year 1995),  Average Future Daily Traffic: 460 (year 2015),  Design Load: H 20,  Features Intersected: I-275,  Facility Carried by Structure: NEWPORT RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.033,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 37.0m (121.4ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.03m (32.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $315,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $143,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 7214,  Location: 5 MI SW OF FLATROCK (Lat: 42.017958,  Lng: -83.346897),  Route carried "on" structure: Interstate 275,  Year Built: 1973,  Status: Open,  Structure Length: 6.82m (22.38ft),  Average Daily Traffic: 18,279 (year 2007),  Truck Traffic: 19%,  Average Future Daily Traffic: 17,266 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: TELEGRAPH RD (US-24)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.597,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 430,  Subroute: 62),  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: 42.6m (139.8ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 89.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 53.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 7215,  Location: 6 MI N OF MONROE (Lat: 42.021869,  Lng: -83.349308),  Route carried "on" structure: County highway ,  Year Built: 1973,  Status: Open,  Structure Length: 11.29m (37.04ft),  Average Daily Traffic: 500 (year 1995),  Average Future Daily Traffic: 500 (year 2015),  Design Load: H 20,  Features Intersected: I-275,  Facility Carried by Structure: LABO RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.890,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 12.7m (41.7ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 42.8m (140.4ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 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: 7216,  Location: 1.5 MI S OF CARLETON (Lat: 42.036136,  Lng: -83.353422),  Route carried "on" structure: County highway ,  Year Built: 1973,  Status: Open,  Structure Length: 8.78m (28.81ft),  Average Daily Traffic: 300 (year 1995),  Truck Traffic: 3%,  Average Future Daily Traffic: 300 (year 2015),  Design Load: H 20,  Features Intersected: I-275,  Facility Carried by Structure: SIGLER RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.528,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.9m (144.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 44.7 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,  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: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7217,  Location: 1.5 MI E OF CARLETON (Lat: 42.050644,  Lng: -83.353900),  Route carried "on" structure: County highway ,  Year Built: 1973,  Status: Open,  Structure Length: 8.78m (28.81ft),  Average Daily Traffic: 700 (year 1995),  Truck Traffic: 3%,  Average Future Daily Traffic: 700 (year 2015),  Design Load: H 20,  Features Intersected: I-275,  Facility Carried by Structure: READY RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.163,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.9m (42.3ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.9m (144.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  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: 58.3 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: 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: September 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: 7218,  Location: 5 MI W OF ROCKWOOD (Lat: 42.064975,  Lng: -83.361586),  Route carried "on" structure: County highway 5890,  Year Built: 1973,  Status: Open,  Structure Length: 10.58m (34.71ft),  Average Daily Traffic: 1,870 (year 1995),  Average Future Daily Traffic: 1,870 (year 2015),  Design Load: H 20,  Features Intersected: I-275,  Facility Carried by Structure: CARLETON-ROCKWOOD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.637,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  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: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7219,  Location: 1 MI NE OF CARLETON (Lat: 42.079092,  Lng: -83.372478),  Route carried "on" structure: Interstate 275,  Year Built: 1973,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 19,015 (year 2007),  Truck Traffic: 19%,  Average Future Daily Traffic: 17,579 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: NEWBURG RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.878,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 430,  Subroute: 62),  Owner: State Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 85.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 50.9 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 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: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 722,  Location: 5 MI SW OF FLATROCK (Lat: 42.018333,  Lng: -83.346619),  Route carried "on" structure: Interstate 275,  Year Built: 1973,  Status: Temporarily open,  Structure Length: 7.12m (23.36ft),  Average Daily Traffic: 18,279 (year 2007),  Truck Traffic: 19%,  Average Future Daily Traffic: 17,266 (year 2018),  Design Load: HS 20,  Features Intersected: TELEGRAPH RD (US-24)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.688,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 122,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.3m (56.8ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.6m (139.8ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 7221,  Location: 1 MI NE OF CARLETON (Lat: 42.079103,  Lng: -83.371875),  Route carried "on" structure: Interstate 275,  Year Built: 1973,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 19,015 (year 2007),  Truck Traffic: 19%,  Average Future Daily Traffic: 17,579 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: NEWBURG RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 11.921,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 122,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 92.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 55.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: 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: September 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: 7288,  Location: .10 MI NO OF STONY CR RD (Lat: 42.023453,  Lng: -83.419461),  Route carried "on" structure: County highway ,  Year Built: 1973,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 2,080 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,392 (year 2037),  Design Load: HS 20,  Features Intersected: STONY CREEK,  Facility Carried by Structure: EXETER RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.255,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.3m (33.8ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 7292,  Location: 1. MI E OF EXETER RD (Lat: 42.035494,  Lng: -83.401364),  Route carried "on" structure: County highway ,  Year Built: 1978,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 1,380 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,587 (year 2037),  Design Load: HS 20,  Features Intersected: LITTLE SWAN CREEK,  Facility Carried by Structure: SIGLER RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.021,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 77.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 40.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 7295,  Location: 1.3 MI E OF GRAFTON RD (Lat: 42.064986,  Lng: -83.356331),  Route carried "on" structure: County highway 5890,  Year Built: 1964,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 3,630 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,173 (year 2037),  Design Load: HL 93,  Features Intersected: SWAN CREEK,  Facility Carried by Structure: CARLETON ROCKWOOD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.071,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.2m (33.5ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  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: 79.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: 7298,  Location: 6.5 MI N OF US 24 (Lat: 42.072808,  Lng: -83.380714),  Route carried "on" structure: County highway 5867,  Year Built: 1926,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 3,030 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,484 (year 2037),  Design Load: HS 20,  Features Intersected: SWAN CREEK,  Facility Carried by Structure: GRAFTON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.039,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 123,  Subroute: 9),  Owner: County Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 7299,  Location: 7.6 MI N OF US 24 (Lat: 42.088639,  Lng: -83.381264),  Route carried "on" structure: County highway 5867,  Year Built: 1926,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 2,730 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,139 (year 2037),  Design Load: HS 20,  Features Intersected: N BRANCH SWAN CREEK,  Facility Carried by Structure: GRAFTON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.846,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.2m (33.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 56.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 7306,  Location: 0.1 MI W OF CREEK ROAD (Lat: 42.050717,  Lng: -83.338033),  Route carried "on" structure: County highway ,  Year Built: 2015,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 1,110 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,294 (year 2031),  Design Load: Greater than HL93,  Features Intersected: SWAN CREEK,  Facility Carried by Structure: READY ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.360,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.1m (52.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Good,  Channel: Very good,  Operating Rating: 61.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 42.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7307,  Location: 0.6 MI E OF GRAFTON ROAD (Lat: 42.079147,  Lng: -83.368922),  Route carried "on" structure: County highway ,  Year Built: 1999,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 400 (year 1999),  Truck Traffic: 8%,  Average Future Daily Traffic: 490 (year 2019),  Design Load: HS 20+Mod,  Features Intersected: N BRANCH SWAN CREEK,  Facility Carried by Structure: NEWBURG ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.263,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.7m (48.2ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 67.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 40.5 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: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2022,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 7309,  Location: 0.4 MI S OF NEWBURG ROAD (Lat: 42.072722,  Lng: -83.409567),  Route carried "on" structure: County highway ,  Year Built: 1998,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 157 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 233 (year 2017),  Design Load: HS 20,  Features Intersected: SWAN CREEK,  Facility Carried by Structure: BURNS ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.504,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.5m (31.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 731,  Location: 0.1 MI S OF SIGLER ROAD (Lat: 42.034439,  Lng: -83.398875),  Route carried "on" structure: County highway ,  Year Built: 1986,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 188 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 235 (year 2022),  Design Load: HS 20,  Features Intersected: LITTLE SWAN CREEK,  Facility Carried by Structure: MAXWELL ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.289,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: 7311,  Location: 0.4 MI. S. OF NEWBURG RD. (Lat: 42.074133,  Lng: -83.400017),  Route carried "on" structure: County highway ,  Year Built: 1960,  Status: Posted for load,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 240 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 320 (year 2030),  Design Load: H 15,  Features Intersected: SWAN CREEK,  Facility Carried by Structure: MAXWELL ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.697,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 4.8m (15.7ft),  Out-to-Out Width: 5.8m (19.0ft)

Condition: Deck: Serious,  Superstructure: Critical,  Substructure: Poor,  Channel: Fair,  Operating Rating: 48.3 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: High priority of replacement,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: High priority of replacement,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $225,000,  Roadway Improvement Cost: $65,000,  Total Project Cost: $350,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7312,  Location: 0.2 MI N OF INDIAN TRAIL (Lat: 42.041253,  Lng: -83.345939),  Route carried "on" structure: County highway ,  Year Built: 2019,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 70 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 80 (year 2028),  Design Load: HL 93,  Features Intersected: LITTLE SWAN CREEK,  Facility Carried by Structure: SWEITZER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.220,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 48.6 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: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 7353,  Location: .02 MI S OF O HARA ROAD (Lat: 42.030117,  Lng: -83.440500),  Route carried "on" structure: County highway ,  Year Built: 1940,  Status: Temporarily open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 170 (year 2018),  Truck Traffic: 31%,  Average Future Daily Traffic: 195 (year 2038),  Design Load: H 15,  Features Intersected: STONY CREEK,  Facility Carried by Structure: FINZEL ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.315,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.6m (57.7ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Poor,  Superstructure: Critical,  Substructure: Fair,  Channel: Fair,  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of replacement,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 12 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: 7354,  Location: 0.1 MI N OF S STONY CR RD (Lat: 42.029406,  Lng: -83.440533),  Route carried "on" structure: County highway ,  Year Built: 2009,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 170 (year 2018),  Truck Traffic: 31%,  Average Future Daily Traffic: 195 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: STONY CREEK OVERFLOW,  Facility Carried by Structure: FINZEL ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.059,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.0m (32.8ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 96.2 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: 74.2 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 7355,  Location: 1 MI W OF CARLETON WEST (Lat: 42.073103,  Lng: -83.449664),  Route carried "on" structure: County highway ,  Year Built: 1995,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 240 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 276 (year 2036),  Design Load: HS 20,  Features Intersected: SWAN CREEK,  Facility Carried by Structure: COLF ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.400,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.8m (22.3ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 24.8m (81.4ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 66.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 39.5 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: 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: November 2020

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Structure Number: 11897,  Location: WAYNE MONROE CO LINE (Lat: 42.093903,  Lng: -83.377153),  Route carried "on" structure: County highway 8202,  Year Built: 1974,  Status: Open,  Structure Length: 8.72m (28.61ft),  Average Daily Traffic: 5,060 (year 1997),  Truck Traffic: 12%,  Average Future Daily Traffic: 7,520 (year 2017),  Design Load: HS 20,  Features Intersected: I-275,  Facility Carried by Structure: WILL CARLETON RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.607,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.6m (44.6ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 44.5m (146.0ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 92.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.0 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.72m (28.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $298,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $219,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 11898,  Location: 0.8 MI E OF WILLOW (Lat: 42.115608,  Lng: -83.377653),  Route carried "on" structure: County highway 8206,  Year Built: 1974,  Status: Open,  Structure Length: 8.72m (28.61ft),  Average Daily Traffic: 4,843 (year 1997),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,200 (year 2017),  Design Load: HS 20,  Features Intersected: I-275,  Facility Carried by Structure: WILLOW RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 13.488,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.6m (44.6ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.6m (143.0ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.72m (28.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $300,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $220,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11983,  Location: HURON T W/WALTZ (Lat: 42.115400,  Lng: -83.405258),  Route carried "on" structure: County highway 8206,  Year Built: 1982,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 3,951 (year 1997),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,498 (year 2015),  Design Load: HS 25 or greater,  Features Intersected: SWAN CREEK,  Facility Carried by Structure: WILLOW ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 15.235,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.0m (32.8ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 30.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11985,  Location: HURON/MONROE CO W/I-275 (Lat: 42.093842,  Lng: -83.383919),  Route carried "on" structure: County highway 8202,  Year Built: 1927,  Year Reconstructed: 1958,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 8,284 (year 1997),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,015 (year 2015),  Design Load: HS 20,  Features Intersected: SWAN CREEK,  Facility Carried by Structure: OAKVILLE-WALTZ RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.047,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 96.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 57.7 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: 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 12128,  Location: SUMPTER N/OAKVILLE-WALTZ (Lat: 42.087758,  Lng: -83.440794),  Route carried "on" structure: County highway ,  Year Built: 1988,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 178 (year 1995),  Truck Traffic: 2%,  Average Future Daily Traffic: 44 (year 2015),  Design Load: HS 25 or greater,  Features Intersected: DESBROWDRAIN,  Facility Carried by Structure: HAGGERTY ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.367,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 64.0m (210.0ft)

Condition: Channel: Fair,  Culverts: Very good,  Operating Rating: 53.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: 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: July 2020

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Structure Number: 12138,  Location: HURON T S/WILLOW (Lat: 42.113858,  Lng: -83.401575),  Route carried "on" structure: County highway 8219,  Year Built: 1983,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 3,150 (year 1995),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,021 (year 2015),  Design Load: HS 20+Mod,  Features Intersected: SWAN CREEK,  Facility Carried by Structure: WALTZ ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.384,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.9m (35.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 92.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 44.4 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,  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: 12279,  Location: HURON E/WALTZ (Lat: 42.108236,  Lng: -83.397386),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 70 (year 1997),  Average Future Daily Traffic: 81 (year 2015),  Design Load: HS 20,  Features Intersected: SWAN CREEK,  Facility Carried by Structure: ASH ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.957,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 67.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 12281,  Location: HURON N/WILLOW (Lat: 42.117514,  Lng: -83.411336),  Route carried "on" structure: County highway ,  Year Built: 1996,  Status: Open,  Structure Length: 0.93m (3.05ft),  Average Daily Traffic: 185 (year 1989),  Truck Traffic: 1%,  Average Future Daily Traffic: 212 (year 2015),  Design Load: HS 25 or greater,  Features Intersected: SWAN CREEK,  Facility Carried by Structure: OTTER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.060,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.3m (27.2ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 96.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 58.0 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: 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: July 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: 12282,  Location: HURON N/WILL CARLETON (Lat: 42.099367,  Lng: -83.386561),  Route carried "on" structure: County highway 8219,  Year Built: 1952,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 319 (year 1989),  Truck Traffic: 1%,  Average Future Daily Traffic: 367 (year 2015),  Design Load: H 20,  Features Intersected: SWAN CREEK,  Facility Carried by Structure: BELL ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.636,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.2m (13.8ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Poor,  Operating Rating: 63.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 12296,  Location: SUMPTER 200'N/OAKVL-WALTZ (Lat: 42.092083,  Lng: -83.420719),  Route carried "on" structure: County highway ,  Year Built: 1987,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 161 (year 1996),  Truck Traffic: 1%,  Average Future Daily Traffic: 137 (year 2015),  Design Load: HS 25 or greater,  Features Intersected: MOSQUITO DRAIN,  Facility Carried by Structure: CLARK ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.478,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.1m (6.9ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 47.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 28.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020