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

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Structure Number: 9897,  Location: 1.8 MI S OF I-69 (Lat: 42.966514,  Lng: -82.763750),  Route carried "on" structure: State highway 19,  Year Built: 2007,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 6,607 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,400 (year 2028),  Design Load: HS 25 or greater,  Features Intersected: COWHEY CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.127,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 96,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 67.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present 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: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 99,  Location: 0.5 MI N OF M-21 (Lat: 43.003381,  Lng: -82.760997),  Route carried "on" structure: State highway 19,  Year Built: 1987,  Status: Open,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 4,690 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,954 (year 2018),  Design Load: HS 20,  Features Intersected: EMMETT DRAIN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.292,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 96,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 69.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9918,  Location: 1.3 MI E OF M-19 (Lat: 42.994333,  Lng: -82.739167),  Route carried "on" structure: County highway ,  Year Built: 1953,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 2,987 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,435 (year 2040),  Design Load: HS 20,  Features Intersected: COWHEY CR,  Facility Carried by Structure: LAPEER RD (M-21)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.462,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 58.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 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: 9919,  Location: 1.5 MI E OF M-19 (Lat: 42.994450,  Lng: -82.735669),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 1953,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 2,987 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,435 (year 2040),  Design Load: HS 20,  Features Intersected: COWHEY CR,  Facility Carried by Structure: LAPEER RD (M-21)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.749,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 88.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 53.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 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: 994,  Location: 2.5 MI SE OF EMMETT (Lat: 42.975139,  Lng: -82.744592),  Route carried "on" structure: County highway ,  Year Built: 1981,  Status: Open,  Structure Length: 9.81m (32.19ft),  Average Daily Traffic: 200 (year 1995),  Truck Traffic: 2%,  Average Future Daily Traffic: 230 (year 2015),  Design Load: H 20,  Features Intersected: I-69,  Facility Carried by Structure: STAPLETON RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.669,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 48.1m (157.8ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 78.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 47.0 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: Equal to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9941,  Location: 3.5 MI SE OF EMMETT (Lat: 42.971769,  Lng: -82.725181),  Route carried "on" structure: County highway ,  Year Built: 1981,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 150 (year 1995),  Truck Traffic: 2%,  Average Future Daily Traffic: 173 (year 2015),  Design Load: HS 20,  Features Intersected: I-69,  Facility Carried by Structure: FOX ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.513,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.3m (128.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 91.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 54.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9952,  Location: 4 MI W OF EMMETT (Lat: 42.976783,  Lng: -82.823222),  Route carried "on" structure: County highway ,  Year Built: 1982,  Status: Open,  Structure Length: 10.06m (33.01ft),  Average Daily Traffic: 100 (year 1995),  Truck Traffic: 2%,  Average Future Daily Traffic: 115 (year 2005),  Design Load: HS 20,  Features Intersected: I-69,  Facility Carried by Structure: EAGLING RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.065,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.3m (128.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 69.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9953,  Location: 3 MI W OF EMMETT (Lat: 42.977994,  Lng: -82.803369),  Route carried "on" structure: County highway ,  Year Built: 1982,  Status: Open,  Structure Length: 10.42m (34.19ft),  Average Daily Traffic: 164 (year 1981),  Truck Traffic: 2%,  Average Future Daily Traffic: 189 (year 2001),  Design Load: HS 20,  Features Intersected: I-69,  Facility Carried by Structure: BRAIDWOOD ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.143,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.4m (122.7ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: 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: 43.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9954,  Location: 2 MI W OF EMMETT (Lat: 42.978431,  Lng: -82.784697),  Route carried "on" structure: County highway ,  Year Built: 1982,  Status: Open,  Structure Length: 8.20m (26.90ft),  Average Daily Traffic: 640 (year 1981),  Truck Traffic: 2%,  Average Future Daily Traffic: 736 (year 2001),  Design Load: HS 20,  Features Intersected: I-69,  Facility Carried by Structure: REEVES RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.561,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9955,  Location: 1 MI S OF EMMETT (Lat: 42.979917,  Lng: -82.764633),  Route carried "on" structure: State highway 19,  Year Built: 1981,  Status: Open,  Structure Length: 8.05m (26.41ft),  Average Daily Traffic: 6,607 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,800 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: I-69
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.617,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 96,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 54.8 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: 42.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10088,  Location: SEC. 17 WALES TWP. (Lat: 42.946714,  Lng: -82.708836),  Route carried "on" structure: County highway ,  Year Built: 1921,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 188 (year 2001),  Truck Traffic: 3%,  Average Future Daily Traffic: 340 (year 0221),  Design Load: H 20,  Features Intersected: UNNAMED CREEK,  Facility Carried by Structure: COVE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.655,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Fair,  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: 34.0 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,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10161,  Location: SEC. 13-24 EMMETT TWP. (Lat: 43.029728,  Lng: -82.767314),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 1994,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 130 (year 1994),  Average Future Daily Traffic: 220 (year 2014),  Design Load: HS 20,  Features Intersected: WHACKENBUSH DRAIN,  Facility Carried by Structure: IMLAY CITY ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 18.051,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 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: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 26.2 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 10192,  Location: SEC 19-30 KENOCKEE TWP (Lat: 43.016317,  Lng: -82.733128),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 1981,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 135 (year 1994),  Truck Traffic: 3%,  Average Future Daily Traffic: 155 (year 2014),  Design Load: HS 20+Mod,  Features Intersected: EMMETT DRAIN,  Facility Carried by Structure: BRYCE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 19.208,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Poor,  Operating Rating: 42.4 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: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Roadway Improvement Cost: $7,000,  Total Project Cost: $8,000,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 10195,  Location: SEC 19 KENOCKEE TWP (Lat: 43.023083,  Lng: -82.749653),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 1971,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 51 (year 1994),  Average Future Daily Traffic: 60 (year 2014),  Design Load: HS 20+Mod,  Features Intersected: SULLIVAN DRAIN,  Facility Carried by Structure: BRENNAN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.376,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 69.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.1 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: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.29m (7.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Roadway Improvement Cost: $12,000,  Total Project Cost: $14,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10196,  Location: SEC. 31 KENOCKEE TWP. (Lat: 42.991636,  Lng: -82.745550),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 2013,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 174 (year 2009),  Average Future Daily Traffic: 198 (year 2019),  Design Load: HS 20+Mod,  Features Intersected: UNNAMED CREEK,  Facility Carried by Structure: STAPLETON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.504,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.5m (11.5ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 23.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 10197,  Location: SEC. 30 KENOCKEE TWP (Lat: 43.006286,  Lng: -82.741564),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 1958,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 59 (year 1994),  Average Future Daily Traffic: 102 (year 2014),  Design Load: HS 20,  Features Intersected: EMMETT DRAIN,  Facility Carried by Structure: COGLEY ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.336,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Poor,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.6 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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.29m (7.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Roadway Improvement Cost: $15,000,  Total Project Cost: $16,000,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 10199,  Location: SEC. 7-8 KENOCKEE TWP. (Lat: 43.054350,  Lng: -82.734725),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 1940,  Status: Posted for load,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 179 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 266 (year 2041),  Design Load: H 20,  Features Intersected: MILL CREEK,  Facility Carried by Structure: BRICKER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.309,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.3m (56.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 43.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 25.9 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: Somewhat better than minimum adequacy,  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: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 102,  Location: SEC. 20-21 KENOCKEE TWP. (Lat: 43.024414,  Lng: -82.712739),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 1993,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 91 (year 1994),  Average Future Daily Traffic: 111 (year 2014),  Design Load: HS 20+Mod,  Features Intersected: PINE RIVER,  Facility Carried by Structure: BROWN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.808,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 44.4 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 10201,  Location: SEC 16-17 KENOCKEE TWP (Lat: 43.032378,  Lng: -82.713225),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 1980,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 135 (year 1994),  Truck Traffic: 3%,  Average Future Daily Traffic: 155 (year 2014),  Design Load: HS 20,  Features Intersected: WHACKENBUSH DRAIN,  Facility Carried by Structure: BROWN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.693,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 42.8 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: 35.6 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 minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.29m (7.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Roadway Improvement Cost: $6,000,  Total Project Cost: $7,000,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 10207,  Location: SEC. 31-32 KENOCKEE TWP. (Lat: 42.991389,  Lng: -82.730708),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 1991,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 94 (year 1994),  Average Future Daily Traffic: 152 (year 2014),  Design Load: HS 20+Mod,  Features Intersected: S. BR. PINE RIVER DRAIN,  Facility Carried by Structure: BRICKER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.286,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 78.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 47.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10236,  Location: SEC. 4 WALES TWP. (Lat: 42.980975,  Lng: -82.704258),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 1935,  Year Reconstructed: 1981,  Status: Posted for load,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 137 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 246 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: SOUTH BR. PINE RIVER,  Facility Carried by Structure: WEBB ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.320,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 42.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 24.0 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: High priority of corrective action,  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: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10237,  Location: SEC. 4 WALES TWP. (Lat: 42.980061,  Lng: -82.690511),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 1920,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 122 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 219 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: S. BR. PINE RIVER,  Facility Carried by Structure: KILGORE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.143,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 62.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1024,  Location: SEC 5 WALES TWP (Lat: 42.981675,  Lng: -82.715639),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 2005,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 84 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 152 (year 2029),  Design Load: HS 20,  Features Intersected: S BRANCH PINE RIVER,  Facility Carried by Structure: ONEIL ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.7m (25.3ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 37.9 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 desirable 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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 13693,  Location: 1.0 MI EAST OF M-19 (Lat: 42.976050,  Lng: -82.746164),  Route carried "on" structure: Interstate 69,  Year Built: 2016,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 13,250 (year 2015),  Truck Traffic: 25%,  Average Future Daily Traffic: 15,400 (year 2035),  Design Load: HL 93,  Features Intersected: RILEY-WALES DRAIN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 20.203,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 96,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 26.5m (86.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.6m (18.4ft),  Curb-To-Curb Width: 26.5m (86.9ft),  Out-to-Out Width: 93.3m (306.1ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 87.5 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: 67.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: March 2021,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 13696,  Location: N END OF M-19/I-69 INTRCH (Lat: 42.983378,  Lng: -82.764817),  Route carried "on" structure: State highway 19,  Year Built: 1981,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 6,607 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,800 (year 2018),  Design Load: HS 20,  Features Intersected: COWHY DRAIN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.005,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 96,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 53.0m (173.9ft)

Condition: Channel: Satisfactory,  Culverts: 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: 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: March 2021,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Other

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Structure Number: 994,  Location: 2.5 MI SE OF EMMETT (Lat: 42.975139,  Lng: -82.744592),  Route carried "under" structure: Interstate 69,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 14,004 (year 2007),  Truck Traffic: 22%,  Features Intersected: I-69,  Facility Carried by Structure: STAPLETON RD
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 20.362,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.1m (157.8ft)

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Structure Number: 9941,  Location: 3.5 MI SE OF EMMETT (Lat: 42.971769,  Lng: -82.725181),  Route carried "under" structure: Interstate 69,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 19,000 (year 2009),  Truck Traffic: 22%,  Features Intersected: I-69,  Facility Carried by Structure: FOX ROAD
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 22.031,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 39.3m (128.9ft)

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Structure Number: 9952,  Location: 4 MI W OF EMMETT (Lat: 42.976783,  Lng: -82.823222),  Route carried "under" structure: Interstate 69,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 14,830 (year 2007),  Truck Traffic: 22%,  Features Intersected: I-69,  Facility Carried by Structure: EAGLING RD
Minimum Vertical Clearance: 5.92m (19.42ft),  Kilometerpoint: 13.801,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.3m (128.9ft)

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Structure Number: 9953,  Location: 3 MI W OF EMMETT (Lat: 42.977994,  Lng: -82.803369),  Route carried "under" structure: Interstate 69,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 19,000 (year 2009),  Truck Traffic: 22%,  Features Intersected: I-69,  Facility Carried by Structure: BRAIDWOOD ROAD
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 15.426,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.4m (122.7ft)

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Structure Number: 9954,  Location: 2 MI W OF EMMETT (Lat: 42.978431,  Lng: -82.784697),  Route carried "under" structure: Interstate 69,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 19,000 (year 2009),  Truck Traffic: 22%,  Features Intersected: I-69,  Facility Carried by Structure: REEVES RD
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 16.950,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 9955,  Location: 1 MI S OF EMMETT (Lat: 42.979917,  Lng: -82.764633),  Route carried "under" structure: Interstate 69,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 14,830 (year 2007),  Truck Traffic: 22%,  Features Intersected: I-69,  Facility Carried by Structure: M-19 (KINNEY ROAD)
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 18.595,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)