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

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Structure Number: 2842,  Location: IN FLINT (Lat: 42.999500,  Lng: -83.707167),  Route carried "on" structure: City street 2002,  Year Built: 1970,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 2.95m (9.68ft),  Average Daily Traffic: 14,129 (year 2014),  Truck Traffic: 8%,  Average Future Daily Traffic: 17,240 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: SWARTZ CREEK,  Facility Carried by Structure: HAMMERBERG
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.626,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.7m (31.8ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 23.3m (76.4ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 49.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 2843,  Location: 1 BLOCK W OF SAGINAW ST (Lat: 43.017897,  Lng: -83.694153),  Route carried "on" structure: City street 2002,  Year Built: 2007,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 2,929 (year 2005),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,284 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: FLINT RIVER,  Facility Carried by Structure: BEACH GARLAND STS
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.708,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.4m (93.2ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 76.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2844,  Location: IN FLINT (Lat: 43.019211,  Lng: -83.691614),  Route carried "on" structure: City street 2002,  Year Built: 1953,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 6,867 (year 1995),  Truck Traffic: 8%,  Average Future Daily Traffic: 12,403 (year 2015),  Design Load: HS 20+Mod,  Features Intersected: FLINT RIVER,  Facility Carried by Structure: HARRISON
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.946,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 17.6m (57.7ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.6 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 replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2845,  Location: IN CITY OF FLINT (Lat: 43.032375,  Lng: -83.681211),  Route carried "on" structure: City street 2002,  Year Built: 1920,  Status: Posted for load,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 467 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 570 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: GILKEY CREEK,  Facility Carried by Structure: EAST BOULEVARD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.568,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 63.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: 2846,  Location: IN FLINT (Lat: 43.030697,  Lng: -83.677425),  Route carried "on" structure: City street 2002,  Year Built: 1976,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,734 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,116 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: GILKEY CREEK,  Facility Carried by Structure: LEWIS NORTH BOUND
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.894,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Inventory Rating: 97.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2847,  Location: IN CITY OF FLINT (Lat: 43.027133,  Lng: -83.671111),  Route carried "on" structure: City street 2002,  Year Built: 1920,  Status: Posted for load,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 4,837 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,902 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: GILKEY CREEK,  Facility Carried by Structure: KEARSLEY PARK BLVD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.219,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 7.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 4.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $460,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $610,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2848,  Location: IN CITY OF FLINT (Lat: 43.003292,  Lng: -83.683775),  Route carried "on" structure: City street 2002,  Year Built: 1958,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 1.45m (4.76ft),  Average Daily Traffic: 7,911 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,741 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: THREAD CREEK,  Facility Carried by Structure: S GRAND TRAVERSE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.227,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.0m (42.7ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 75.8 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: 58.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: 2849,  Location: IN FLINT (Lat: 43.018778,  Lng: -83.693108),  Route carried "on" structure: City street 2002,  Year Built: 1976,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 14,204 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,333 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: FLINT RIVER,  Facility Carried by Structure: SAGINAW STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 18.856,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.6m (51.2ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 17.9m (58.7ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 81.3 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: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 285,  Location: IN FLINT (Lat: 43.002106,  Lng: -83.678381),  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Posted for load,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 4,837 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,902 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: THREAD CREEK,  Facility Carried by Structure: BARTON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.140,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.2m (36.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 35.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 21.4 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 corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 1.74m (5.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $95,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $106,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2851,  Location: IN FLINT (Lat: 42.997300,  Lng: -83.707200),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 2.40m (7.87ft),  Average Daily Traffic: 50 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 100 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: SWARTZ CREEK,  Facility Carried by Structure: CAMBRIDGE AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.061,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2852,  Location: IN FLINT (Lat: 43.011328,  Lng: -83.668539),  Route carried "on" structure: City street ,  Year Built: 1971,  Status: Posted for load,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 270 (year 1995),  Truck Traffic: 2%,  Average Future Daily Traffic: 488 (year 2015),  Design Load: HS 20+Mod,  Features Intersected: GILKEY CREEK,  Facility Carried by Structure: SUNNYSIDE AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.014,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 63.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2853,  Location: IN CITY OF FLINT (Lat: 43.055911,  Lng: -83.656625),  Route carried "on" structure: City street 2002,  Year Built: 1928,  Status: Posted for load,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 5,538 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,758 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: KEARSLEY CREEK,  Facility Carried by Structure: WESTERN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.645,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 15.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 9.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2855,  Location: IN FLINT (Lat: 42.996858,  Lng: -83.648019),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Posted for load,  Structure Length: 2.13m (6.99ft),  Truck Traffic: 5%,  Average Future Daily Traffic: 385 (year 2015),  Design Load: HS 20+Mod,  Features Intersected: THREAD CREEK,  Facility Carried by Structure: CHAMBERS STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.845,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 5.7m (18.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  Culverts: Poor,  Operating Rating: 16.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 12.0 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,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2856,  Location: CITY OF FLINT (Lat: 42.997200,  Lng: -83.708200),  Route carried "on" structure: City street ,  Year Built: 1924,  Status: Posted for load,  Structure Length: 1.82m (5.97ft),  Truck Traffic: 1%,  Average Future Daily Traffic: 50 (year 2010),  Design Load: H 15,  Features Intersected: SWARTZ CREEK,  Facility Carried by Structure: OLD CAMBRIDGE AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.282,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.2m (59.7ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2857,  Location: IN FLINT (Lat: 43.000178,  Lng: -83.679739),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Posted for load,  Structure Length: 1.03m (3.38ft),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,048 (year 2015),  Design Load: HS 20+Mod,  Features Intersected: THREAD CREEK,  Facility Carried by Structure: BEACH STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.267,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Fair,  Superstructure: Serious,  Substructure: Fair,  Channel: Good,  Operating Rating: 29.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 17.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2858,  Location: IN FLINT (Lat: 43.054067,  Lng: -83.668239),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 3.04m (9.97ft),  Average Daily Traffic: 4,130 (year 2001),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,040 (year 2021),  Design Load: HS 20+Mod,  Features Intersected: KEARSLEY CREEK,  Facility Carried by Structure: EAST BOULEVARD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.119,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 52.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 31.8 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 12825,  Location: E OF I-69 (Lat: 42.972931,  Lng: -83.757608),  Route carried "on" structure: County highway 121,  Year Built: 1999,  Status: Open,  Structure Length: 5.23m (17.16ft),  Average Daily Traffic: 11,132 (year 2014),  Truck Traffic: 11%,  Average Future Daily Traffic: 20,107 (year 2034),  Design Load: HS 25 or greater,  Features Intersected: GTW RR,  Facility Carried by Structure: BRISTOL RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.716,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 150,  Subroute: 10),  Owner: County Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 52.3m (171.6ft),  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: 39.3m (128.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  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: 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: 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: 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: 13168,  Location: FLINT TWP SEC 33 (Lat: 42.964667,  Lng: -83.766919),  Route carried "on" structure: County highway ,  Year Built: 2000,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 77 (year 2000),  Average Future Daily Traffic: 137 (year 2020),  Design Load: HS 25 or greater,  Features Intersected: HEWITT DRAIN,  Facility Carried by Structure: LINDEN CRK PARKWAY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.391,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 95.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 73.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: 2482,  Location: 7.3 MI N OF FENTON (Lat: 42.914728,  Lng: -83.725861),  Route carried "under" structure: US 23,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 49,260 (year 2007),  Truck Traffic: 9%,  Features Intersected: US-23,  Facility Carried by Structure: GRAND BLANC RD
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 15.613,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.2m (59.7ft)

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Structure Number: 2483,  Location: 2.0 MI S OF M-121 (Lat: 42.944017,  Lng: -83.723808),  Route carried "under" structure: US 23,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 55,924 (year 2007),  Truck Traffic: 9%,  Features Intersected: US-23,  Facility Carried by Structure: HILL RD
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 18.883,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.7m (84.3ft)

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Structure Number: 2484,  Location: 0.4 MI S OF FLINT (Lat: 42.959031,  Lng: -83.725100),  Route carried "under" structure: Interstate 75,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 91,300 (year 2013),  Truck Traffic: 7%,  Features Intersected: I-75,  Facility Carried by Structure: MAPLE RD
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 14.671,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: 2485,  Location: 1.0 MI SW OF FLINT (Lat: 42.973497,  Lng: -83.725639),  Route carried "under" structure: County highway 121,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 19,300 (year 2002),  Truck Traffic: 9%,  Features Intersected: BRISTOL RD,  Facility Carried by Structure: I-75
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.557,  Lanes on structure: 8,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 2486,  Location: W LTS OF FLINT (Lat: 42.989736,  Lng: -83.738514),  Route carried "under" structure: Interstate 75,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 89,348 (year 2007),  Truck Traffic: 6%,  Features Intersected: I-75,  Facility Carried by Structure: MILLER RD
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 18.416,  Lanes on structure: 4,  Lanes under structure: 9,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 2497,  Location: S OF M-21 (Lat: 42.995283,  Lng: -83.747628),  Route carried "under" structure: Interstate 75,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 89,348 (year 2007),  Truck Traffic: 6%,  Features Intersected: I-75,  Facility Carried by Structure: HOGARTH ST WALKOER
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 19.384,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 2498,  Location: S OF M-21 (Lat: 42.998781,  Lng: -83.749369),  Route carried "under" structure: Interstate 75,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 89,348 (year 2007),  Truck Traffic: 6%,  Features Intersected: I-75,  Facility Carried by Structure: ARLENE DRIVE
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 19.804,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 2499,  Location: NEAR W LTS OF FLINT (Lat: 43.002142,  Lng: -83.749369),  Route carried "under" structure: Interstate 75,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 89,348 (year 2007),  Truck Traffic: 6%,  Features Intersected: I-75,  Facility Carried by Structure: M-21
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 20.177,  Lanes on structure: 6,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.4m (106.3ft)

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Structure Number: 25,  Location: N OF M-21 (Lat: 43.006892,  Lng: -83.748739),  Route carried "under" structure: County highway ,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 9,348 (year 1995),  Truck Traffic: 3%,  Features Intersected: COURT ST,  Facility Carried by Structure: I-75
Minimum Vertical Clearance: 4.09m (13.42ft),  Kilometerpoint: 5.177,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.6m (41.3ft)

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Structure Number: 2501,  Location: 1 MI N OF M-21 (Lat: 43.016925,  Lng: -83.748086),  Route carried "under" structure: Interstate 75,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 70,414 (year 2007),  Truck Traffic: 6%,  Features Intersected: I-75,  Facility Carried by Structure: BEECHER RD
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 21.835,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.1m (92.2ft)

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Structure Number: 2502,  Location: N OF FLINT RIVER (Lat: 43.032339,  Lng: -83.754042),  Route carried "under" structure: County highway 2002,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 16,078 (year 1996),  Truck Traffic: 3%,  Features Intersected: FLUSHING RD,  Facility Carried by Structure: I-75 NB
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 10.175,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 2503,  Location: N OF FLINT RIVER (Lat: 43.032475,  Lng: -83.754325),  Route carried "under" structure: County highway 2002,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 16,078 (year 1996),  Truck Traffic: 3%,  Features Intersected: FLUSHING RD,  Facility Carried by Structure: I-75 SB
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 10.147,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 2504,  Location: 3 MI N OF M-21 (Lat: 43.046078,  Lng: -83.754781),  Route carried "under" structure: Interstate 75,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 70,414 (year 2007),  Truck Traffic: 6%,  Features Intersected: I-75,  Facility Carried by Structure: PASADENA AVE
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 25.213,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.4m (63.6ft)

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Structure Number: 2505,  Location: 4 MI N OF M-21 (Lat: 43.060653,  Lng: -83.762297),  Route carried "under" structure: Interstate 75,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 70,414 (year 2007),  Truck Traffic: 8%,  Features Intersected: I-75,  Facility Carried by Structure: PIERSON RD
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 26.956,  Lanes on structure: 5,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 2506,  Location: 5.4 MI N OF M-21 (Lat: 43.075242,  Lng: -83.762578),  Route carried "under" structure: Interstate 75,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 64,650 (year 2007),  Truck Traffic: 8%,  Features Intersected: I-75,  Facility Carried by Structure: CARPENTER RD
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 28.575,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.2m (69.6ft)

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Structure Number: 2525,  Location: NB I-75 RMP TO WB I-69 (Lat: 42.982806,  Lng: -83.731000),  Route carried "under" structure: Interstate 75,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 44,200 (year 0000),  Features Intersected: GTW RR &I-75
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 17.584,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.2m (145.0ft)

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Structure Number: 2538,  Location: 2.0 MI SW OF FLINT (Lat: 42.969814,  Lng: -83.771850),  Route carried "under" structure: County highway 2002,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 13,402 (year 1996),  Truck Traffic: 3%,  Features Intersected: LINDEN RD,  Facility Carried by Structure: I-69 EB
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 21.923,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 2539,  Location: 2.4 MI E OF SWARTZ CREEK (Lat: 42.972867,  Lng: -83.765156),  Route carried "under" structure: County highway 121,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 15,247 (year 2002),  Truck Traffic: 3%,  Features Intersected: BRISTOL RD,  Facility Carried by Structure: I-69 EB
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 1.101,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 254,  Location: 2.4 MI E OF SWARTZ CREEK (Lat: 42.972853,  Lng: -83.765692),  Route carried "under" structure: County highway 121,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 15,247 (year 2002),  Truck Traffic: 5%,  Features Intersected: BRISTOL RD,  Facility Carried by Structure: I-69 WB
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 1.056,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 2541,  Location: NB I-75 RAMP TO WB I-69 (Lat: 42.983739,  Lng: -83.736228),  Route carried "under" structure: Interstate 69,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 51,012 (year 2007),  Truck Traffic: 11%,  Features Intersected: I-69,  Facility Carried by Structure: I-75 RAMP B
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 16.224,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 2542,  Location: SB I-75 RAMP TO EB I-69 (Lat: 42.983886,  Lng: -83.735700),  Route carried "under" structure: Interstate 69,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 51,012 (year 2007),  Truck Traffic: 11%,  Features Intersected: I-69,  Facility Carried by Structure: I-75 RAMP C
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 16.279,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.1m (75.8ft)

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Structure Number: 2543,  Location: SW LTS OF FLINT (Lat: 42.984750,  Lng: -83.733094),  Route carried "under" structure: Interstate 75,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 85,314 (year 2007),  Truck Traffic: 11%,  Features Intersected: I-75,  Facility Carried by Structure: I-69 EB
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 17.707,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.2m (69.6ft)

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Structure Number: 2544,  Location: SW LTS OF FLINT (Lat: 42.984872,  Lng: -83.733242),  Route carried "under" structure: Interstate 75,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 85,314 (year 2007),  Truck Traffic: 7%,  Features Intersected: I-75,  Facility Carried by Structure: I-69 WB
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 17.724,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.2m (69.6ft)

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Structure Number: 2545,  Location: EB I-69 RAMP TO NB I-75 (Lat: 42.984600,  Lng: -83.733111),  Route carried "under" structure: Interstate 75,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 66,912 (year 2007),  Truck Traffic: 7%,  Features Intersected: I-75,  Facility Carried by Structure: I-69 RAMP E
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 17.747,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.2m (69.6ft)

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Structure Number: 2546,  Location: WB I-69 RAMP TO SB I-75 (Lat: 42.985000,  Lng: -83.733500),  Route carried "under" structure: Interstate 75,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 85,314 (year 2007),  Truck Traffic: 11%,  Features Intersected: I-75,  Facility Carried by Structure: I-69 RAMP F
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 17.687,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.2m (69.6ft)

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Structure Number: 2547,  Location: SB I-75 RAMP TO EB I-69 (Lat: 42.983078,  Lng: -83.731411),  Route carried "under" structure: Interstate 75,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 85,314 (year 2007),  Truck Traffic: 11%,  Features Intersected: I-75
Minimum Vertical Clearance: 6.12m (20.08ft),  Kilometerpoint: 17.476,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.5m (73.8ft)

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Structure Number: 2548,  Location: E OF I-75 @ INTERCHG (Lat: 42.985333,  Lng: -83.730500),  Route carried "under" structure: County highway 2002,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 24,600 (year 1988),  Features Intersected: BALLENGER RD,  Facility Carried by Structure: I-69 EB
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 1.490,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.8m (74.8ft)

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Structure Number: 2549,  Location: E OF I-75 @ INTERCHG (Lat: 42.985458,  Lng: -83.730667),  Route carried "under" structure: County highway 2002,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 24,600 (year 1988),  Features Intersected: BALLENGER RD,  Facility Carried by Structure: I-69 WB
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 1.510,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.8m (74.8ft)

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Structure Number: 255,  Location: WB I-69 RAMP TO I-75 (Lat: 42.985614,  Lng: -83.730861),  Route carried "under" structure: County highway 2002,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 24,600 (year 1988),  Features Intersected: BALLENGER RD,  Facility Carried by Structure: I-69 WB RAMPS H&F
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 1.532,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.8m (74.8ft)

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Structure Number: 2551,  Location: I-75 RAMP TO EB I-69 (Lat: 42.984461,  Lng: -83.728808),  Route carried "under" structure: County highway 2002,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 24,600 (year 1988),  Features Intersected: BALLENGER RD,  Facility Carried by Structure: I-75 RAMPS C & D
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.313,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.1m (72.5ft)

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Structure Number: 2553,  Location: 2.0 MI E OF SWARTZ CREEK (Lat: 42.970125,  Lng: -83.771850),  Route carried "under" structure: County highway 2002,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 13,402 (year 1996),  Truck Traffic: 3%,  Features Intersected: LINDEN RD,  Facility Carried by Structure: I-69 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.957,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 2556,  Location: WB I-69 RAMP TO NB I-75 (Lat: 42.986294,  Lng: -83.734067),  Route carried "under" structure: Ramp Interstate 69,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 4,000 (year 0000),  Features Intersected: I-69 RAMP L,  Facility Carried by Structure: I-75 RAMPS H & M
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 0.129,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.8m (74.8ft)

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Structure Number: 2559,  Location: IN FLINT (S SAGINAW ST) (Lat: 43.004144,  Lng: -83.678722),  Route carried "under" structure: City street ,  Year Built: 1941,  Structure Length: 0. m,  Average Daily Traffic: 13,000 (year 1995),  Truck Traffic: 4%,  Features Intersected: SAGINAW ST (OLD M-54 BR),  Facility Carried by Structure: GTW RR
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 16.809,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 11.8m (38.7ft)

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Structure Number: 2569,  Location: IN FLINT(.2MI S OF COURT) (Lat: 43.014408,  Lng: -83.654425),  Route carried "under" structure: State highway 54,  Year Built: 1936,  Structure Length: 0. m,  Average Daily Traffic: 25,021 (year 2007),  Truck Traffic: 4%,  Features Intersected: M-54,  Facility Carried by Structure: GTW RR
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 12.328,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 23.4m (76.8ft)

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Structure Number: 257,  Location: IN FLINT(3.4MI N OF COURT (Lat: 43.064053,  Lng: -83.673944),  Route carried "under" structure: State highway 54,  Year Built: 1929,  Structure Length: 0. m,  Average Daily Traffic: 13,737 (year 2007),  Truck Traffic: 2%,  Features Intersected: M-54,  Facility Carried by Structure: LSRC RR
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 18.461,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 2585,  Location: IN FLINT (Lat: 43.010353,  Lng: -83.673028),  Route carried "under" structure: Interstate 69,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 95,314 (year 2007),  Truck Traffic: 6%,  Features Intersected: I-69,  Facility Carried by Structure: LAPEER RD
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 22.367,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.8m (124.0ft)

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Structure Number: 2586,  Location: IN FLINT (Lat: 43.011972,  Lng: -83.654300),  Route carried "under" structure: State highway 54,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 27,757 (year 2007),  Truck Traffic: 6%,  Features Intersected: M-54 (DORT HWY),  Facility Carried by Structure: I-69
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 12.058,  Lanes on structure: 8,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 2587,  Location: IN FLINT (Lat: 43.013006,  Lng: -83.643064),  Route carried "under" structure: City street ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 7,013 (year 1997),  Truck Traffic: 5%,  Features Intersected: AVERILL AVE,  Facility Carried by Structure: I-69 EB
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 1.032,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.2m (72.8ft)

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Structure Number: 2588,  Location: IN FLINT (Lat: 43.013258,  Lng: -83.643039),  Route carried "under" structure: City street ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 7,013 (year 1995),  Truck Traffic: 5%,  Features Intersected: AVERILL AVE,  Facility Carried by Structure: I-69 WB
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 1.059,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.2m (72.8ft)

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Structure Number: 2589,  Location: IN FLINT (Lat: 43.013806,  Lng: -83.634717),  Route carried "under" structure: County highway 2002,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 24,500 (year 1995),  Truck Traffic: 7%,  Features Intersected: CENTER RD,  Facility Carried by Structure: I-69 EB
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 9.310,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.5m (41.0ft)

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Structure Number: 259,  Location: IN FLINT (Lat: 43.014039,  Lng: -83.634717),  Route carried "under" structure: County highway 2002,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 24,500 (year 1995),  Truck Traffic: 7%,  Features Intersected: CENTER RD,  Facility Carried by Structure: I-69 WB
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 9.336,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.5m (41.0ft)

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Structure Number: 2597,  Location: 6.0 MI E OF FLINT (Lat: 43.011675,  Lng: -83.517447),  Route carried "under" structure: Bypass State highway 15,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 24,935 (year 2007),  Truck Traffic: 1%,  Features Intersected: M-15,  Facility Carried by Structure: I-69 WB
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 16.149,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.8m (81.4ft)

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Structure Number: 2598,  Location: 1.0 MI E OF FLINT (Lat: 43.017961,  Lng: -83.615086),  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 WB
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 8.092,  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: 2602,  Location: IN FLINT (Lat: 43.003517,  Lng: -83.692278),  Route carried "under" structure: City street 2002,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 15,800 (year 1988),  Features Intersected: CSX RR,FENTON,THREAD(ABN,  Facility Carried by Structure: I-69
Minimum Vertical Clearance: 6.12m (20.08ft),  Kilometerpoint: 23.526,  Lanes on structure: 8,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.8m (150.3ft)

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Structure Number: 2603,  Location: IN FLINT (Lat: 42.996972,  Lng: -83.705814),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 18,011 (year 1995),  Truck Traffic: 6%,  Features Intersected: HAMMERBERG ROAD,  Facility Carried by Structure: I-69 EB
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.307,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.6m (51.2ft)

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Structure Number: 2604,  Location: IN FLINT (Lat: 42.997200,  Lng: -83.705933),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 21,717 (year 1995),  Truck Traffic: 6%,  Features Intersected: HAMMERBERG ROAD,  Facility Carried by Structure: I-69 WB
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.335,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.5m (50.9ft)

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Structure Number: 2605,  Location: IN FLINT (Lat: 43.006408,  Lng: -83.687525),  Route carried "under" structure: Interstate 69,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 82,100 (year 2011),  Truck Traffic: 8%,  Features Intersected: I-69,  Facility Carried by Structure: GRAND TRAVERSE ST
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 21.075,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.0m (88.6ft)

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Structure Number: 2606,  Location: IN FLINT (Lat: 43.007250,  Lng: -83.686092),  Route carried "under" structure: Interstate 69,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 82,100 (year 2011),  Truck Traffic: 8%,  Features Intersected: I-69,  Facility Carried by Structure: CHURCH ST
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 21.225,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)