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

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Structure Number: 2576,  Location: 2.6 MI W OF M-15 (Lat: 43.016322,  Lng: -83.568536),  Route carried "on" structure: Interstate 69,  Year Built: 1970,  Status: Open,  Structure Length: 2.54m (8.33ft),  Average Daily Traffic: 28,913 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 76,000 (year 2026),  Design Load: HS 20,  Features Intersected: KEARSLEY CR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 31.135,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 149,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 17.3m (56.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 69.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2591,  Location: 1.0 MI E OF FLINT (Lat: 43.017619,  Lng: -83.615103),  Route carried "on" structure: Interstate 69,  Year Built: 1971,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 5.31m (17.42ft),  Average Daily Traffic: 33,948 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 77,100 (year 2026),  Design Load: HS 20,  Features Intersected: GENESEE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 27.234,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 149,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 17.6m (57.7ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.4m (96.5ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 91.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 53.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 2592,  Location: 2.0 MI E OF FLINT (Lat: 43.019433,  Lng: -83.595342),  Route carried "on" structure: County highway 2002,  Year Built: 1971,  Status: Open,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 11,800 (year 1988),  Average Future Daily Traffic: 13,570 (year 2008),  Design Load: H 20,  Features Intersected: I-69,  Facility Carried by Structure: BELSAY RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.476,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 23.4m (76.8ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.3m (125.7ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 65.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: 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: 7.80m (25.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $330,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $197,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 2593,  Location: 4.0 MI E OF FLINT (Lat: 43.016806,  Lng: -83.555644),  Route carried "on" structure: Interstate 69,  Year Built: 1970,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 5.35m (17.55ft),  Average Daily Traffic: 23,125 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 24,576 (year 2033),  Design Load: HS 20,  Features Intersected: IRISH RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 32.190,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 149,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 17.8m (58.4ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.6m (57.7ft),  Curb-To-Curb Width: 17.8m (58.4ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  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: Integral Concrete

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Structure Number: 2599,  Location: 4.0 MI E OF FLINT (Lat: 43.016483,  Lng: -83.555647),  Route carried "on" structure: Interstate 69,  Year Built: 1970,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 5.35m (17.55ft),  Average Daily Traffic: 23,125 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 24,515 (year 2033),  Design Load: HS 20,  Features Intersected: IRISH RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 32.193,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 149,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 17.8m (58.4ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.6m (57.7ft),  Curb-To-Curb Width: 17.8m (58.4ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  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: Latex Concrete

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Structure Number: 2631,  Location: 2.4 MI SE OF US-23 (Lat: 42.928319,  Lng: -83.691544),  Route carried "on" structure: County highway 2002,  Year Built: 1962,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 9.15m (30.02ft),  Average Daily Traffic: 12,000 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 25,000 (year 2016),  Design Load: H 20,  Features Intersected: I-75,  Facility Carried by Structure: FENTON RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 15.272,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.8 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 2638,  Location: 0.1 MI S OF MAPLE RD (Lat: 42.958581,  Lng: -83.682411),  Route carried "on" structure: Interstate 475,  Year Built: 1972,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 40,400 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 51,020 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: GIBSON DRAIN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.395,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 149,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Out-to-Out Width: 81.1m (266.1ft)

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 minimum 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: 2649,  Location: 2.5 MI S OF FLINT CITY LT (Lat: 42.944053,  Lng: -83.681386),  Route carried "on" structure: County highway 2002,  Year Built: 1971,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 28,640 (year 1996),  Truck Traffic: 5%,  Average Future Daily Traffic: 34,700 (year 2030),  Design Load: HS 20,  Features Intersected: I-475,  Facility Carried by Structure: HILL RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 14.473,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 151,  Subroute: 9),  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.7m (113.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 31.9m (104.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 78.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: Latex Concrete

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Structure Number: 265,  Location: 1.5 MI S OF FLINT (Lat: 42.959758,  Lng: -83.682808),  Route carried "on" structure: Interstate 475,  Year Built: 1971,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 3.89m (12.76ft),  Average Daily Traffic: 20,200 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,900 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: MAPLE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.757,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 149,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.1m (62.7ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 81.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 2651,  Location: 0.5 MI S OF FLINT (Lat: 42.974264,  Lng: -83.681792),  Route carried "on" structure: County highway 90300,  Year Built: 1971,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 17,300 (year 1982),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,895 (year 2002),  Design Load: HS 20,  Features Intersected: I-475,  Facility Carried by Structure: BRISTOL RD(OLDM121
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.135,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 325,  Subroute: 74),  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.4m (76.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 2652,  Location: @ S FLINT CITY LTS (Lat: 42.981542,  Lng: -83.682106),  Route carried "on" structure: City street 2002,  Year Built: 1971,  Status: Open,  Structure Length: 4.26m (13.98ft),  Average Daily Traffic: 15,000 (year 1988),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,250 (year 2008),  Design Load: HS 20,  Features Intersected: I-475,  Facility Carried by Structure: HEMPHILL RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.522,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 153,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 73.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 43.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2685,  Location: 1.5 MI S OF FLINT (Lat: 42.959772,  Lng: -83.682458),  Route carried "on" structure: Interstate 475,  Year Built: 1971,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 3.89m (12.76ft),  Average Daily Traffic: 20,200 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,900 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: MAPLE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.527,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 149,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.1m (62.7ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 2713,  Location: BET DORT & CENTER RD (Lat: 42.960350,  Lng: -83.643569),  Route carried "on" structure: City street 2002,  Year Built: 2011,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 8,600 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,500 (year 2030),  Design Load: HL 93,  Features Intersected: THREAD RIVER,  Facility Carried by Structure: MAPLE AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.680,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  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: 18.7m (61.4ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 0.0m,  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 72.3 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: 55.7 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2714,  Location: BETWEEN CENTER & DORT HWY (Lat: 42.975017,  Lng: -83.635522),  Route carried "on" structure: City street 2002,  Year Built: 1973,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 12,844 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,147 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: THREAD RIVER,  Facility Carried by Structure: BRISTOL ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.909,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 325,  Subroute: 74),  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.6m (77.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 57.7 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: 44.7 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2718,  Location: 0.25 MILE W OF CENTER RD (Lat: 42.989461,  Lng: -83.638125),  Route carried "on" structure: City street 2002,  Year Built: 1928,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 10,339 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,983 (year 2030),  Design Load: H 20,  Features Intersected: THREAD RIVER,  Facility Carried by Structure: ATHERTON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.132,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.9m (42.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 76.8 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: 59.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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 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: 272,  Location: BET VASSAR & IRISH RD (Lat: 43.011678,  Lng: -83.562153),  Route carried "on" structure: County highway 2002,  Year Built: 1992,  Status: Open,  Structure Length: 2.37m (7.78ft),  Average Daily Traffic: 6,964 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,578 (year 2038),  Design Load: HS 20,  Features Intersected: KEARSLEY CREEK,  Facility Carried by Structure: LAPEER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.954,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  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: 21.6m (70.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 94.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 54.8 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: Somewhat better than minimum adequacy,  Waterway Adequacy: High priority of replacement,  Approach Roadway Alignment: High priority of replacement,  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: 2752,  Location: 500 FT SOUTH OF LAPEER RD (Lat: 43.009878,  Lng: -83.555417),  Route carried "on" structure: County highway 2002,  Year Built: 2007,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 12,282 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,183 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: KEARSLEY CREEK,  Facility Carried by Structure: IRISH ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.867,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 0.0m,  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 69.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.8 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 desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2757,  Location: BET BELSAY & VASSAR ROAD (Lat: 43.033617,  Lng: -83.581661),  Route carried "on" structure: City street 2002,  Year Built: 2003,  Status: Open,  Structure Length: 2.12m (6.96ft),  Average Daily Traffic: 11,350 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,900 (year 2023),  Design Load: HS 20,  Features Intersected: KEARSLEY CREEK,  Facility Carried by Structure: DAVISON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.621,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.0m (65.6ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 24.8m (81.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 75.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2758,  Location: INT.BRISTOL & FENTON RDS (Lat: 42.974061,  Lng: -83.692497),  Route carried "on" structure: City street ,  Year Built: 1977,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 25,568 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 46,179 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: GIBSON DRAIN,  Facility Carried by Structure: BRISTOL RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.261,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 325,  Subroute: 74),  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.9m (35.8ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 61.8m (202.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 34.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 20.7 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: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 277,  Location: 2600 FT EAST OF IRISH RD (Lat: 42.953883,  Lng: -83.544581),  Route carried "on" structure: County highway ,  Year Built: 1934,  Status: Posted for load,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 315 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 569 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: KEARSLEY CREEK,  Facility Carried by Structure: JORDAN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.361,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 34.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 20.4 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,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 1.25m (4.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $96,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $121,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2777,  Location: BET VASSAR & IRISH ROAD (Lat: 43.019292,  Lng: -83.566369),  Route carried "on" structure: County highway ,  Year Built: 2000,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 3,975 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,179 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: KEARSLEY CREEK,  Facility Carried by Structure: EAST COURT STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 20.616,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.8m (38.7ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 73.9 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: 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 desirable criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $400,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $423,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 282,  Location: IN BURTON (Lat: 42.990867,  Lng: -83.642253),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 2,324 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,197 (year 2024),  Design Load: HS 20,  Features Intersected: THREAD CREEK,  Facility Carried by Structure: TERM STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.236,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 93.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 56.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $300,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $500,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 12834,  Location: BURTON TWP SEC 14 & 15 (Lat: 43.017097,  Lng: -83.615108),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 9,818 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,732 (year 2018),  Features Intersected: GILKEY CREEK,  Facility Carried by Structure: GENESEE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.995,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.2m (10.5ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 39.9 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 12835,  Location: BURTON TWP SEC 10 & 11 (Lat: 43.020344,  Lng: -83.615144),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 11,283 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,378 (year 2018),  Features Intersected: GILKEY CREEK,  Facility Carried by Structure: GENESEE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.356,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 13133,  Location: IN BURTON (Lat: 43.004217,  Lng: -83.610522),  Route carried "on" structure: City street 2002,  Year Built: 1984,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 7,000 (year 1983),  Average Future Daily Traffic: 8,050 (year 2003),  Design Load: HS 20,  Features Intersected: GILKEY CREEK,  Facility Carried by Structure: LIPPINCOTT BLVD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.686,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.8m (9.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  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: 2581,  Location: 2.3 MI E OF FLINT (Lat: 43.019539,  Lng: -83.589353),  Route carried "under" structure: Interstate 69,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 57,826 (year 2007),  Truck Traffic: 9%,  Features Intersected: I-69,  Facility Carried by Structure: PED @ ADAMS AVE
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 29.367,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 2591,  Location: 1.0 MI E OF FLINT (Lat: 43.017619,  Lng: -83.615103),  Route carried "under" structure: County highway 2002,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 9,691 (year 1996),  Truck Traffic: 3%,  Features Intersected: GENESEE RD,  Facility Carried by Structure: I-69 EB
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 8.053,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.4m (96.5ft)

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Structure Number: 2592,  Location: 2.0 MI E OF FLINT (Lat: 43.019433,  Lng: -83.595342),  Route carried "under" structure: Interstate 69,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 60,621 (year 2014),  Truck Traffic: 7%,  Features Intersected: I-69,  Facility Carried by Structure: BELSAY RD
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 28.879,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.3m (125.7ft)

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Structure Number: 2593,  Location: 4.0 MI E OF FLINT (Lat: 43.016806,  Lng: -83.555644),  Route carried "under" structure: County highway 2002,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 13,400 (year 2013),  Truck Traffic: 5%,  Features Intersected: IRISH RD,  Facility Carried by Structure: I-69 WB
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 8.636,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.6m (57.7ft)

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Structure Number: 2599,  Location: 4.0 MI E OF FLINT (Lat: 43.016483,  Lng: -83.555647),  Route carried "under" structure: County highway 2002,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 18,400 (year 2013),  Truck Traffic: 5%,  Features Intersected: IRISH RD,  Facility Carried by Structure: I-69 EB
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 8.601,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.6m (57.7ft)

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Structure Number: 2631,  Location: 2.4 MI SE OF US-23 (Lat: 42.928319,  Lng: -83.691544),  Route carried "under" structure: Interstate 75,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 40,700 (year 2013),  Truck Traffic: 6%,  Features Intersected: I-75,  Facility Carried by Structure: FENTON RD
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 10.233,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 2648,  Location: 4.5 MI S OF FLINT (Lat: 42.922706,  Lng: -83.681003),  Route carried "under" structure: Interstate 75,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 29,102 (year 2007),  Truck Traffic: 9%,  Features Intersected: I-75 NB
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 9.141,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 2649,  Location: 2.5 MI S OF FLINT CITY LT (Lat: 42.944053,  Lng: -83.681386),  Route carried "under" structure: Interstate 475,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 40,400 (year 2007),  Truck Traffic: 5%,  Features Intersected: I-475,  Facility Carried by Structure: HILL RD
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 2.778,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 265,  Location: 1.5 MI S OF FLINT (Lat: 42.959758,  Lng: -83.682808),  Route carried "under" structure: County highway 2002,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 22,000 (year 1995),  Truck Traffic: 6%,  Features Intersected: MAPLE RD,  Facility Carried by Structure: I-475 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.479,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.1m (62.7ft)

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Structure Number: 2651,  Location: 0.5 MI S OF FLINT (Lat: 42.974264,  Lng: -83.681792),  Route carried "under" structure: Interstate 475,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 40,400 (year 2007),  Truck Traffic: 7%,  Features Intersected: I-475,  Facility Carried by Structure: BRISTOL RD(OLDM121
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 6.138,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 2652,  Location: @ S FLINT CITY LTS (Lat: 42.981542,  Lng: -83.682106),  Route carried "under" structure: Interstate 475,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 48,400 (year 2007),  Truck Traffic: 6%,  Features Intersected: I-475,  Facility Carried by Structure: HEMPHILL RD
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 6.948,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 2685,  Location: 1.5 MI S OF FLINT (Lat: 42.959772,  Lng: -83.682458),  Route carried "under" structure: County highway 2002,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 4,900 (year 1988),  Features Intersected: MAPLE RD,  Facility Carried by Structure: I-475 NB
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 4.508,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.1m (62.7ft)

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Structure Number: 2759,  Location: IN CITY OF BURTON (Lat: 42.974303,  Lng: -83.679122),  Route carried "under" structure: City street 24764,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 8,200 (year 1988),  Features Intersected: BRISTOL RD (OLD M-121),  Facility Carried by Structure: PED AT GREENLY ST
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 4.352,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)