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

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Structure Number: 287,  Location: APPROX 1/4MI W OF 43RD ST (Lat: 42.761125,  Lng: -85.974417),  Route carried "on" structure: County highway ,  Year Built: 1987,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 600 (year 2002),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,200 (year 2022),  Design Load: H 20,  Features Intersected: OVER A SMALL CREEK,  Facility Carried by Structure: 147TH AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.874,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 52.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 31.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 2526,  Location: E OF MILLER @ SWARTZ CRK (Lat: 42.964500,  Lng: -83.801514),  Route carried "on" structure: Interstate 69,  Year Built: 1968,  Status: Open,  Structure Length: 8.67m (28.44ft),  Average Daily Traffic: 19,829 (year 2007),  Truck Traffic: 14%,  Average Future Daily Traffic: 24,684 (year 2018),  Design Load: HS 20,  Features Intersected: GTW RR & SWARTZ CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.413,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 149,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.2 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: Meets minimum limits,  Underclear: 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 2527,  Location: E OF MILLER RD & R04 (Lat: 42.964494,  Lng: -83.795342),  Route carried "on" structure: Interstate 69,  Year Built: 1968,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 6.18m (20.28ft),  Average Daily Traffic: 19,829 (year 2007),  Truck Traffic: 14%,  Average Future Daily Traffic: 24,684 (year 2018),  Design Load: HS 20,  Features Intersected: GTW RR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.925,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 149,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 64.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 2528,  Location: E OF MILLER @ SWARTZ CRK (Lat: 42.964719,  Lng: -83.801206),  Route carried "on" structure: Interstate 69,  Year Built: 1968,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 8.67m (28.44ft),  Average Daily Traffic: 19,829 (year 2007),  Truck Traffic: 14%,  Average Future Daily Traffic: 24,684 (year 2018),  Design Load: HS 20,  Features Intersected: GTW RR &SWARTZ CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.439,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 149,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.1m (85.6ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 46.3 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: Meets minimum limits,  Underclear: 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 2533,  Location: 2.0 MI E OF M-13 (Lat: 42.964600,  Lng: -83.889872),  Route carried "on" structure: County highway ,  Year Built: 1959,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 500 (year 1996),  Truck Traffic: 2%,  Average Future Daily Traffic: 900 (year 2016),  Design Load: H 15,  Features Intersected: I-69,  Facility Carried by Structure: NICHOLS RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.838,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  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: Epoxy Overlay

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Structure Number: 2534,  Location: 1.5 MI NW OF SWARTZ CREEK (Lat: 42.964628,  Lng: -83.850592),  Route carried "on" structure: County highway 2002,  Year Built: 1960,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 3,600 (year 1996),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,500 (year 2016),  Design Load: H 15,  Features Intersected: I-69,  Facility Carried by Structure: SEYMOUR RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.855,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $27,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 2535,  Location: 0.5 MI N OF SWARTZ CREEK (Lat: 42.965217,  Lng: -83.830753),  Route carried "on" structure: City street 2002,  Year Built: 1960,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 6,737 (year 1997),  Truck Traffic: 7%,  Average Future Daily Traffic: 12,194 (year 2017),  Design Load: H 15,  Features Intersected: I-69,  Facility Carried by Structure: MORRISH RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.054,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 49.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 2536,  Location: 1.2 MI NE OF SWARTZ CREEK (Lat: 42.965908,  Lng: -83.811328),  Route carried "on" structure: Interstate 69,  Year Built: 1960,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 4.17m (13.68ft),  Average Daily Traffic: 18,639 (year 2007),  Truck Traffic: 15%,  Average Future Daily Traffic: 22,808 (year 2018),  Design Load: HS 20,  Features Intersected: ELMS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.590,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 149,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 55.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 33.4 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 desirable criteria,  Underclear: Somewhat better than minimum adequacy,  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: Epoxy Overlay

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Structure Number: 2537,  Location: 1.2 MI NE OF SWARTZ CREEK (Lat: 42.966175,  Lng: -83.811328),  Route carried "on" structure: Interstate 69,  Year Built: 1960,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 4.17m (13.68ft),  Average Daily Traffic: 18,639 (year 2007),  Truck Traffic: 15%,  Average Future Daily Traffic: 22,808 (year 2018),  Design Load: HS 20,  Features Intersected: ELMS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.590,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 149,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 58.6 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  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: Epoxy Overlay

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Structure Number: 2552,  Location: IN SWARTZ CREEK (Lat: 42.965853,  Lng: -83.808161),  Route carried "on" structure: Interstate 69,  Year Built: 1968,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 7.11m (23.33ft),  Average Daily Traffic: 19,829 (year 2007),  Truck Traffic: 14%,  Average Future Daily Traffic: 24,684 (year 2018),  Design Load: HS 20,  Features Intersected: MILLER RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.850,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 149,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.3m (66.6ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 14.5m (47.6ft)

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: 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 2020,  Bridge Improvement Cost: $251,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 2554,  Location: IN SWARTZ CREEK (Lat: 42.966075,  Lng: -83.807647),  Route carried "on" structure: Interstate 69,  Year Built: 1968,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 6.82m (22.38ft),  Average Daily Traffic: 19,829 (year 2007),  Truck Traffic: 14%,  Average Future Daily Traffic: 24,684 (year 2018),  Design Load: HS 20,  Features Intersected: MILLER RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.891,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 149,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 14 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  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: 60.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: July 2020,  Other Special Inspection Date: July 2021,  Bridge Improvement Cost: $200,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 2555,  Location: IN SWARTZ CREEK (Lat: 42.966186,  Lng: -83.807361),  Route carried "on" structure: Ramp Interstate 69,  Year Built: 1968,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 7,200 (year 1988),  Truck Traffic: 11%,  Average Future Daily Traffic: 8,280 (year 2008),  Design Load: HS 20,  Features Intersected: MILLER RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.224,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.0m (55.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 95.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 57.0 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: July 2020,  Other Special Inspection Date: July 2021,  Bridge Improvement Cost: $200,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 2736,  Location: BET GRAND BLANC & REID RD (Lat: 42.920550,  Lng: -83.830578),  Route carried "on" structure: County highway ,  Year Built: 1928,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 3,044 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,498 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: ALGER CREEK,  Facility Carried by Structure: MORRISH ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.865,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 25.3 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $70,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $88,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2783,  Location: BET I-69 & MILLER ROAD (Lat: 42.972261,  Lng: -83.781839),  Route carried "on" structure: County highway ,  Year Built: 1938,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 1,736 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,135 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: W.BR.SWARTZCREEK,  Facility Carried by Structure: DYE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.460,  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: 1,  Length of Maximum Span: 11.8m (38.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 91.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 54.4 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2792,  Location: BET SEYMOUR & MORRISH RD (Lat: 42.927333,  Lng: -83.834761),  Route carried "on" structure: County highway ,  Year Built: 1930,  Status: Posted for load,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 216 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 390 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: ALGER CREEK,  Facility Carried by Structure: REID ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.738,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 33.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 20.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  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 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2868,  Location: IN SWARTZ CREEK (Lat: 42.954208,  Lng: -83.831856),  Route carried "on" structure: City street ,  Year Built: 1975,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 1.33m (4.36ft),  Average Daily Traffic: 5,234 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,777 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SWARTZ CREEK,  Facility Carried by Structure: MORRISH ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.604,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.7m (48.2ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  Operating Rating: 69.7 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: 53.8 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: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 2869,  Location: IN SWARTZ CREEK (Lat: 42.961353,  Lng: -83.811261),  Route carried "on" structure: City street 2002,  Year Built: 2003,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 5,973 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,876 (year 2035),  Design Load: HS 20,  Features Intersected: SWARTZ CREEK,  Facility Carried by Structure: ELMS ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.326,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.0m (29.5ft),  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: 14.0m (45.9ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 65.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 39.5 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: Better than present minimum 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 287,  Location: IN SWARTZ CREEK (Lat: 42.956694,  Lng: -83.821536),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 100 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 181 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: SWARTZ CREEK,  Facility Carried by Structure: RAUBINGER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.605,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 151,  Subroute: 8),  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: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 65.8 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: 50.9 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: Better than 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,  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: 14343,  Location: 0.74 MI W OF MORRISH RD (Lat: 42.941903,  Lng: -83.846000),  Route carried "on" structure: County highway ,  Year Built: 2019,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 2,064 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,544 (year 2039),  Design Load: Greater than HL93,  Features Intersected: ALGER CREEK,  Facility Carried by Structure: HILL RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.041,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 28.5m (93.5ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 66.7 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: 51.5 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: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 23 months,  Inspection Date: December 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2533,  Location: 2.0 MI E OF M-13 (Lat: 42.964600,  Lng: -83.889872),  Route carried "under" structure: Interstate 69,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 30,902 (year 2007),  Truck Traffic: 17%,  Features Intersected: I-69,  Facility Carried by Structure: NICHOLS RD
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 3.180,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 2534,  Location: 1.5 MI NW OF SWARTZ CREEK (Lat: 42.964628,  Lng: -83.850592),  Route carried "under" structure: Interstate 69,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 30,902 (year 2007),  Truck Traffic: 17%,  Features Intersected: I-69,  Facility Carried by Structure: SEYMOUR RD
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 6.384,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 2535,  Location: 0.5 MI N OF SWARTZ CREEK (Lat: 42.965217,  Lng: -83.830753),  Route carried "under" structure: Interstate 69,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 37,278 (year 2007),  Truck Traffic: 15%,  Features Intersected: I-69,  Facility Carried by Structure: MORRISH RD
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 8.004,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 2536,  Location: 1.2 MI NE OF SWARTZ CREEK (Lat: 42.965908,  Lng: -83.811328),  Route carried "under" structure: City street 2002,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 1,320 (year 1988),  Features Intersected: ELMS RD,  Facility Carried by Structure: I-69 EB
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 5.832,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 2537,  Location: 1.2 MI NE OF SWARTZ CREEK (Lat: 42.966175,  Lng: -83.811328),  Route carried "under" structure: City street 2002,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 1,320 (year 1988),  Features Intersected: ELMS RD,  Facility Carried by Structure: I-69 WB
Minimum Vertical Clearance: 4.40m (14.44ft),  Kilometerpoint: 5.861,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 2552,  Location: IN SWARTZ CREEK (Lat: 42.965853,  Lng: -83.808161),  Route carried "under" structure: City street 2002,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 11,327 (year 1997),  Truck Traffic: 3%,  Features Intersected: MILLER RD,  Facility Carried by Structure: I-69 EB
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 10.179,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.3m (66.6ft)

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Structure Number: 2554,  Location: IN SWARTZ CREEK (Lat: 42.966075,  Lng: -83.807647),  Route carried "under" structure: City street 2002,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 9,112 (year 1997),  Truck Traffic: 3%,  Features Intersected: MILLER RD,  Facility Carried by Structure: I-69 WB
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 10.228,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 2555,  Location: IN SWARTZ CREEK (Lat: 42.966186,  Lng: -83.807361),  Route carried "under" structure: City street 2002,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 9,612 (year 1997),  Truck Traffic: 3%,  Features Intersected: MILLER RD,  Facility Carried by Structure: I-69 WB RAMP C
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 10.255,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.0m (55.8ft)