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

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Structure Number: 2608,  Location: IN FLINT (Lat: 43.008547,  Lng: -83.683600),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 8.35m (27.40ft),  Average Daily Traffic: 14,650 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,200 (year 2031),  Design Load: HS 20,  Features Intersected: I-69,  Facility Carried by Structure: SAGINAW ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 17.460,  Lanes on structure: 4,  Lanes under structure: 10,  Base Highway Network: Yes (Inventory Route: 149,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 17.9m (58.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.0m (141.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 22.4m (73.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 75.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  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: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 2632,  Location: 1.2 MI SE OF US-23 (Lat: 42.944192,  Lng: -83.712939),  Route carried "on" structure: County highway 2002,  Year Built: 1962,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 8.73m (28.64ft),  Average Daily Traffic: 25,344 (year 1996),  Truck Traffic: 3%,  Average Future Daily Traffic: 45,770 (year 2016),  Design Load: H 20,  Features Intersected: I-75,  Facility Carried by Structure: HILL RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 11.898,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 151,  Subroute: 9),  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.8m (97.8ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  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: 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: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 13 months,  Inspection Date: May 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: 2633,  Location: 1.6 MI SE OF M-121 (Lat: 42.951428,  Lng: -83.722958),  Route carried "on" structure: Interstate 75,  Year Built: 1962,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 7.40m (24.28ft),  Average Daily Traffic: 17,100 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 21,400 (year 2018),  Design Load: HS 20,  Features Intersected: US-23 NB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 13.598,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 150,  Subroute: 7),  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.6m (116.8ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  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: 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 10 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 2636,  Location: IN FLINT (Lat: 43.003503,  Lng: -83.676378),  Route carried "on" structure: Interstate 475,  Year Built: 1971,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 59,000 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 58,830 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: THREAD CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.615,  Lanes on structure: 7,  Base Highway Network: Yes (Inventory Route: 149,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 39.9m (130.9ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 38.7m (127.0ft),  Out-to-Out Width: 39.3m (128.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 57.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.3 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,  Waterway Adequacy: Equal to present desirable 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: Monolithic Concrete

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Structure Number: 2637,  Location: IN FLINT (Lat: 43.038486,  Lng: -83.676839),  Route carried "on" structure: Interstate 475,  Year Built: 1976,  Status: Temporarily open,  Structure Length: 16.15m (52.99ft),  Average Daily Traffic: 56,000 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 66,597 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: FLINT R,W BLVD&R SIDE DR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 13.878,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 149,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 36.5m (119.8ft),  Skew: 35 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 37.5m (123.0ft),  Curb-To-Curb Width: 37.2m (122.0ft),  Out-to-Out Width: 38.0m (124.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.16m (53.02ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2020,  Underwater Inspection Date: August 2020,  Other Special Inspection Date: August 2021,  Bridge Improvement Cost: $895,000,  Roadway Improvement Cost: $45,000,  Total Project Cost: $531,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 264,  Location: S OF STEVER RD (Lat: 43.030853,  Lng: -83.677739),  Route carried "on" structure: Interstate 475,  Year Built: 1976,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 63,400 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 78,521 (year 2018),  Design Load: HS 20,  Features Intersected: GILKEY CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 12.917,  Lanes on structure: 12,  Base Highway Network: Yes (Inventory Route: 149,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 51.8m (169.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 51.8m (169.9ft),  Out-to-Out Width: 108.5m (356.0ft)

Condition: Channel: Fair,  Culverts: Poor,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 59.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2021

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Structure Number: 2645,  Location: IN FLINT (Lat: 42.993156,  Lng: -83.680367),  Route carried "on" structure: Interstate 475,  Year Built: 1971,  Status: Open,  Structure Length: 10.88m (35.70ft),  Average Daily Traffic: 59,000 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 58,830 (year 2018),  Design Load: HS 20,  Features Intersected: CSX RR & NB SERV RD(ABN)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.211,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 149,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 41.4m (135.8ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 45.4m (149.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 40.8m (133.9ft),  Out-to-Out Width: 41.5m (136.2ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 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: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  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: Latex Concrete

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Structure Number: 2647,  Location: IN CITY OF FLINT (Lat: 43.061331,  Lng: -83.677314),  Route carried "on" structure: Interstate 475,  Year Built: 1976,  Status: Open,  Structure Length: 10.57m (34.68ft),  Average Daily Traffic: 45,200 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 50,712 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: CSX RR AND PIERSON RD
Minimum Vertical Clearance: 7.29m (23.92ft),  Kilometerpoint: 16.459,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 149,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 40.5m (132.9ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 39.6m (129.9ft),  Out-to-Out Width: 40.4m (132.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 66.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 39.9 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.58m (34.71ft),  Designated Inspection Frequency: Every 16 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $1,014,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $598,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 2653,  Location: IN FLINT (Lat: 42.988867,  Lng: -83.682442),  Route carried "on" structure: Interstate 475,  Year Built: 1971,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 33,250 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 36,700 (year 2036),  Design Load: HS 20,  Features Intersected: ATHERTON RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.762,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 149,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 35.9m (117.8ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.7m (61.4ft),  Curb-To-Curb Width: 35.2m (115.5ft),  Out-to-Out Width: 37.2m (122.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 51.2 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 2654,  Location: IN FLINT (Lat: 42.995033,  Lng: -83.677511),  Route carried "on" structure: Interstate 475,  Year Built: 1971,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 59,000 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 58,830 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: M-54 BR (SAGINAW ST)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.593,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 149,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 35.9m (117.8ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 36.4m (119.4ft),  Out-to-Out Width: 37.1m (121.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 83.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 49.9 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: 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: July 2020,  Bridge Improvement Cost: $261,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 2655,  Location: IN FLINT (Lat: 43.006950,  Lng: -83.677628),  Route carried "on" structure: City street 2002,  Year Built: 1970,  Status: Open,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 8,322 (year 1995),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,195 (year 2015),  Design Load: HS 20,  Features Intersected: I-475,  Facility Carried by Structure: 12TH ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.594,  Lanes on structure: 4,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.5m (123.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 76.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 45.4 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: High priority of replacement,  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: Monolithic Concrete

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Structure Number: 2656,  Location: IN FLINT LVL 2 (Lat: 43.010253,  Lng: -83.679314),  Route carried "on" structure: Interstate 69,  Year Built: 1970,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 5.81m (19.06ft),  Average Daily Traffic: 54,300 (year 2012),  Truck Traffic: 9%,  Average Future Daily Traffic: 52,848 (year 2018),  Design Load: HS 20,  Features Intersected: I-475 & I-475 RAMPS
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 21.880,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 149,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.4m (99.7ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 19.6m (64.3ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 91.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.6 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: 2657,  Location: IN FLINT LVL 2 (Lat: 43.010469,  Lng: -83.679378),  Route carried "on" structure: Interstate 69,  Year Built: 1970,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 5.80m (19.03ft),  Average Daily Traffic: 46,500 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 53,475 (year 2042),  Design Load: HS 20,  Features Intersected: I-475 & I-475 RAMPS
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 21.869,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 149,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.8m (97.8ft),  Curb-To-Curb Width: 20.2m (66.3ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Excellent,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 79.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 4 months,  Inspection Date: March 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Other

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Structure Number: 2658,  Location: IN FLINT (Lat: 43.010542,  Lng: -83.679397),  Route carried "on" structure: Ramp Interstate 475,  Year Built: 1970,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 13.78m (45.21ft),  Average Daily Traffic: 9,800 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,000 (year 2020),  Design Load: HS 20,  Features Intersected: I-475 & I-69
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 0.237,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Critical Feature Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 2659,  Location: IN FLINT (Lat: 43.010486,  Lng: -83.679292),  Route carried "on" structure: Ramp Interstate 475,  Year Built: 1970,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 13.78m (45.21ft),  Average Daily Traffic: 8,200 (year 1988),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,430 (year 2008),  Design Load: HS 20,  Features Intersected: I-69 & I-475
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.344,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 82.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 49.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Critical Feature Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 266,  Location: IN FLINT (Lat: 43.010267,  Lng: -83.679236),  Route carried "on" structure: Ramp Interstate 475,  Year Built: 1970,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 17.71m (58.10ft),  Average Daily Traffic: 8,400 (year 1988),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,660 (year 2008),  Design Load: HS 20,  Features Intersected: I-475RMPS E&F,I-69&475
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.323,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 47.2m (154.9ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 2661,  Location: IN FLINT (Lat: 43.008869,  Lng: -83.682542),  Route carried "on" structure: Ramp Interstate 69,  Year Built: 1970,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 3,650 (year 1982),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,198 (year 2002),  Design Load: HS 20,  Features Intersected: I-69 & I-475 RAMP A
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.090,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.2m (36.7ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.5m (132.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Serious,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 86.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $64,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 2662,  Location: IN FLINT (Lat: 43.009806,  Lng: -83.683247),  Route carried "on" structure: ServiceInterstate 69,  Year Built: 1970,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 3.19m (10.47ft),  Average Daily Traffic: 2,786 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,204 (year 2042),  Design Load: HS 20,  Features Intersected: I-475 RAMP D,  Facility Carried by Structure: 8TH ST SERVICE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.278,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.9m (104.7ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 82.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 49.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: 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 2 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Other

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Structure Number: 2663,  Location: IN FLINT (Lat: 43.013150,  Lng: -83.681897),  Route carried "on" structure: ServiceCity street ,  Year Built: 1970,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 16,400 (year 1988),  Truck Traffic: 3%,  Average Future Daily Traffic: 18,860 (year 2008),  Design Load: HS 20,  Features Intersected: RAMP D I-69&I475 INTERCH,  Facility Carried by Structure: S B SERVICE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.196,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.0m (128.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  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: 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 2664,  Location: IN FLINT (Lat: 43.013647,  Lng: -83.680914),  Route carried "on" structure: Ramp Interstate 69,  Year Built: 1970,  Status: Open,  Structure Length: 4.17m (13.68ft),  Average Daily Traffic: 8,800 (year 1988),  Truck Traffic: 7%,  Average Future Daily Traffic: 10,120 (year 2008),  Design Load: HS 20,  Features Intersected: I-475S ON RMP C
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.343,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.7m (136.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Operating Rating: 71.6 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: Meets minimum limits,  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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 2665,  Location: IN FLINT (Lat: 43.014144,  Lng: -83.681594),  Route carried "on" structure: State highway 21,  Year Built: 1970,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 6.79m (22.28ft),  Average Daily Traffic: 19,000 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 15,277 (year 2018),  Design Load: HS 20,  Features Intersected: I-475 & RAMPS C&D
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.998,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 149,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.2m (122.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  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: Latex Concrete

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Structure Number: 2666,  Location: IN FLINT (Lat: 43.015050,  Lng: -83.682347),  Route carried "on" structure: City street 2002,  Year Built: 1970,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 8,561 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,975 (year 2018),  Design Load: HS 20,  Features Intersected: I-475,  Facility Carried by Structure: COURT ST - WB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.849,  Lanes on structure: 4,  Lanes under structure: 9,  Base Highway Network: Yes (Inventory Route: 149,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 44.1 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: High priority of replacement,  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: 2667,  Location: IN FLINT (Lat: 43.016614,  Lng: -83.683519),  Route carried "on" structure: City street 2002,  Year Built: 1976,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 3,379 (year 1997),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,733 (year 2017),  Design Load: HS 20,  Features Intersected: I-475,  Facility Carried by Structure: THIRD ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.107,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.9m (81.7ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  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 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 2668,  Location: IN FLINT (Lat: 43.017594,  Lng: -83.684158),  Route carried "on" structure: City street 2002,  Year Built: 1976,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 5,222 (year 1997),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,770 (year 2017),  Design Load: HS 20,  Features Intersected: I-475,  Facility Carried by Structure: SECOND ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.099,  Lanes on structure: 3,  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: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 70.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: July 2020,  Bridge Improvement Cost: $110,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $75,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2669,  Location: IN FLINT (Lat: 43.020058,  Lng: -83.684425),  Route carried "on" structure: City street 2002,  Year Built: 1976,  Status: Open,  Structure Length: 7.88m (25.85ft),  Average Daily Traffic: 8,000 (year 1988),  Average Future Daily Traffic: 9,200 (year 2008),  Design Load: HS 20,  Features Intersected: I-475,  Facility Carried by Structure: KEARSLEY ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.701,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.3m (128.9ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 93.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 56.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 267,  Location: IN FLINT (Lat: 43.024900,  Lng: -83.681500),  Route carried "on" structure: City street 2002,  Year Built: 1976,  Status: Open,  Structure Length: 5.98m (19.62ft),  Average Daily Traffic: 14,364 (year 1995),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,871 (year 2015),  Design Load: HS 20,  Features Intersected: I-475,  Facility Carried by Structure: E BD LONGWAY BLVD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.417,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 149,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.8m (101.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 49.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 5.98m (19.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $180,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $108,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 2672,  Location: IN FLINT (Lat: 43.031714,  Lng: -83.677072),  Route carried "on" structure: Interstate 475,  Year Built: 1976,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 63,400 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 78,521 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: CHAVEZ DR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 13.007,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 149,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 40.5m (132.9ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.1m (75.8ft),  Curb-To-Curb Width: 50.3m (165.0ft),  Out-to-Out Width: 51.8m (169.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Poor,  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: Meets minimum limits,  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: 5.15m (16.90ft),  Designated Inspection Frequency: Every 16 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: December 2020,  Other Special Inspection Date: April 2021,  Bridge Improvement Cost: $729,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $246,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2673,  Location: IN FLINT (Lat: 43.034172,  Lng: -83.676689),  Route carried "on" structure: Interstate 475,  Year Built: 1976,  Year Reconstructed: 2001,  Status: Temporarily open,  Structure Length: 13.41m (44.00ft),  Average Daily Traffic: 63,400 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 66,597 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: DAVISON - BROADWAY AVES
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 13.297,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 149,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 36.5m (119.8ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 24.0m (78.7ft),  Curb-To-Curb Width: 37.5m (123.0ft),  Out-to-Out Width: 38.0m (124.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Poor,  Structural Evaluation: High priority of corrective action,  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: 13.41m (44.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $713,000,  Roadway Improvement Cost: $36,000,  Total Project Cost: $423,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 2675,  Location: IN FLINT (Lat: 43.054089,  Lng: -83.673639),  Route carried "on" structure: Interstate 475,  Year Built: 1978,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 56,000 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 50,712 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: STEWART AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 15.550,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 149,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 36.8m (120.7ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.9m (94.8ft),  Curb-To-Curb Width: 36.8m (120.7ft),  Out-to-Out Width: 37.7m (123.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: 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,  Length Of Structure Improvement: 4.70m (15.42ft),  Designated Inspection Frequency: Every 16 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $274,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $181,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2676,  Location: IN FLINT (Lat: 43.057914,  Lng: -83.674361),  Route carried "on" structure: Interstate 475,  Year Built: 1978,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 45,200 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 50,712 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: RAMP C I-475
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 15.981,  Lanes on structure: 8,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: 149,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 37.2m (122.0ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.1m (75.8ft),  Curb-To-Curb Width: 46.8m (153.5ft),  Out-to-Out Width: 47.5m (155.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.63m (15.19ft),  Designated Inspection Frequency: Every 16 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $314,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $209,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2677,  Location: IN FLINT (Lat: 43.064886,  Lng: -83.681583),  Route carried "on" structure: Interstate 475,  Year Built: 1977,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 45,200 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 46,486 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: HORTON AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 16.960,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 149,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 39.0m (128.0ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 36.4m (119.4ft),  Out-to-Out Width: 37.7m (123.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 80.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.0 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.09m (13.42ft),  Designated Inspection Frequency: Every 16 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $175,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $106,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 2678,  Location: AT N LIMITS OF FLINT (Lat: 43.075792,  Lng: -83.683517),  Route carried "on" structure: County highway 2002,  Year Built: 1978,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 12,209 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,430 (year 2025),  Design Load: HS 20,  Features Intersected: I-475,  Facility Carried by Structure: CARPENTER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.302,  Lanes on structure: 5,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.9m (81.7ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 75.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.85m (15.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $143,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $96,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2688,  Location: AT S LIMITS OF FLINT (Lat: 42.980458,  Lng: -83.682067),  Route carried "on" structure: Ramp County highway ,  Year Built: 1971,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 3,300 (year 1988),  Average Future Daily Traffic: 3,795 (year 2008),  Design Load: HS 20,  Features Intersected: I-475,  Facility Carried by Structure: LEFT TURN LANE NO1
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.042,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  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-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: 2689,  Location: AT S LIMITS OF FLINT (Lat: 42.982125,  Lng: -83.682117),  Route carried "on" structure: County highway 2002,  Year Built: 1971,  Status: Open,  Structure Length: 4.26m (13.98ft),  Average Daily Traffic: 3,000 (year 2007),  Average Future Daily Traffic: 3,300 (year 2022),  Design Load: HS 20,  Features Intersected: I-475,  Facility Carried by Structure: LEFT TURN LANE NO2
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.066,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 183,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  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: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.5m (21.3ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 59.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  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: Latex Concrete

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Structure Number: 269,  Location: IN FLINT (Lat: 42.987786,  Lng: -83.682414),  Route carried "on" structure: Interstate 475,  Year Built: 1971,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 33,250 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 36,700 (year 2036),  Design Load: HS 20,  Features Intersected: LEFT TURN LANE NO 3
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.641,  Lanes on structure: 6,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: 149,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 35.9m (117.8ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.0m (39.4ft),  Curb-To-Curb Width: 35.2m (115.5ft),  Out-to-Out Width: 37.2m (122.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 2693,  Location: IN FLINT (Lat: 43.065258,  Lng: -83.681383),  Route carried "on" structure: Ramp Interstate 475,  Year Built: 1977,  Status: Open,  Structure Length: 5.48m (17.98ft),  Average Daily Traffic: 6,700 (year 1988),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,705 (year 2008),  Design Load: HS 25 or greater,  Features Intersected: HORTON AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.166,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.0m (88.6ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 91.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.49m (18.01ft),  Designated Inspection Frequency: Every 16 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $72,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $46,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 2694,  Location: IN FLINT (Lat: 43.067072,  Lng: -83.682972),  Route carried "on" structure: Ramp Interstate 475,  Year Built: 1977,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 4,860 (year 1982),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,589 (year 2002),  Design Load: HS 25 or greater,  Features Intersected: I-475
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.414,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 69.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.85m (15.91ft),  Designated Inspection Frequency: Every 16 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $69,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $45,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete