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

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Structure Number: 2219,  Location: 3.0 MI W OF CHARLOTTE (Lat: 42.568172,  Lng: -84.900122),  Route carried "on" structure: State highway 79,  Year Built: 1946,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 5,470 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,585 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: LITTLE THORNAPPLE RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 14.337,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 56,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  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-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Fair,  Superstructure: 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: 61.6 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: 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 2222,  Location: IN CHARLOTTE (Lat: 42.544647,  Lng: -84.835814),  Route carried "on" structure: Business Interstate 69,  Year Built: 1921,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 7,067 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,003 (year 2018),  Design Load: H 15,  Features Intersected: BATTLE CREEK RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.533,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 56,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 10.2m (33.5ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 65.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.9 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 replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2229,  Location: 6.4 MI NW OF CHARLOTTE (Lat: 42.638453,  Lng: -84.882031),  Route carried "on" structure: State highway 50,  Year Built: 2013,  Status: Open,  Structure Length: 2.70m (8.86ft),  Average Daily Traffic: 2,842 (year 2013),  Truck Traffic: 17%,  Average Future Daily Traffic: 3,350 (year 2032),  Design Load: Greater than HL93,  Features Intersected: LITTLE THORNAPPLE RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 21.016,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 56,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.6m (87.3ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 82.3 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: 46.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than 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: June 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: 2243,  Location: 0.5 MI S OF M-50 (Lat: 42.547283,  Lng: -84.821183),  Route carried "on" structure: Interstate 69,  Year Built: 1971,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 10,332 (year 2007),  Truck Traffic: 25%,  Average Future Daily Traffic: 15,614 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: BATTLE CREEK RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 19.273,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 56,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 51.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 30.8 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: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2249,  Location: E LTS OF CHARLOTTE (Lat: 42.557428,  Lng: -84.820736),  Route carried "on" structure: Interstate 69,  Year Built: 1961,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 11,202 (year 2015),  Truck Traffic: 21%,  Average Future Daily Traffic: 17,893 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: CHARLOTTE SOUTHERN RR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 20.372,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 56,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 68.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.1 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 6 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 225,  Location: E LTS OF CHARLOTTE (Lat: 42.557508,  Lng: -84.821139),  Route carried "on" structure: Interstate 69,  Year Built: 1971,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 14,166 (year 2007),  Truck Traffic: 21%,  Average Future Daily Traffic: 17,893 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: CHARLOTTE SOUTHERN RR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 20.407,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 56,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 50.5 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: 38.9 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $225,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 2255,  Location: 3.0 MI S OF CHARLOTTE (Lat: 42.515594,  Lng: -84.835867),  Route carried "on" structure: Business Interstate 69,  Year Built: 1971,  Status: Open,  Structure Length: 15.30m (50.20ft),  Average Daily Traffic: 4,139 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,675 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: I-69
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.306,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 56,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 40.8m (133.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 81.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 2256,  Location: 1.5 MI SE OF CHARLOTTE (Lat: 42.538583,  Lng: -84.820739),  Route carried "on" structure: County highway ,  Year Built: 1971,  Status: Open,  Structure Length: 8.20m (26.90ft),  Average Daily Traffic: 160 (year 1988),  Truck Traffic: 3%,  Average Future Daily Traffic: 120 (year 1977),  Design Load: H 15,  Features Intersected: I-69,  Facility Carried by Structure: KALAMO ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.241,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.2m (30.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.0m (137.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2257,  Location: E LTS OF CHARLOTTE (Lat: 42.553128,  Lng: -84.820753),  Route carried "on" structure: State highway 50,  Year Built: 1971,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 12,000 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 13,900 (year 2030),  Design Load: HS 20,  Features Intersected: I-69
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.238,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 56,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 13.5m (44.3ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 80.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 2258,  Location: 1.8 MI N OF M-50 (Lat: 42.568003,  Lng: -84.820747),  Route carried "on" structure: County highway 2039,  Year Built: 1971,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 2,050 (year 1988),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,990 (year 1977),  Design Load: H 20,  Features Intersected: I-69,  Facility Carried by Structure: ISLAND HIGHWAY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.049,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State 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: 2,  Length of Maximum Span: 35.3m (115.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 61.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 226,  Location: 5.6 MI NE OF OLIVET (Lat: 42.509603,  Lng: -84.843917),  Route carried "on" structure: County highway 2324,  Year Built: 1972,  Status: Open,  Structure Length: 15.94m (52.30ft),  Average Daily Traffic: 250 (year 1988),  Truck Traffic: 3%,  Average Future Daily Traffic: 130 (year 1977),  Design Load: H 20,  Features Intersected: I-69,  Facility Carried by Structure: FIVE POINT HIGHWAY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 18.888,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 40.8m (133.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 40.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2266,  Location: NE LIMIT OF CHARLOTTE (Lat: 42.575653,  Lng: -84.819050),  Route carried "on" structure: Interstate 69,  Year Built: 1989,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 14,585 (year 2007),  Truck Traffic: 18%,  Average Future Daily Traffic: 19,343 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: I-69 BL
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 22.403,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 56,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 47.2m (154.9ft),  Curb-To-Curb Width: 17.6m (57.7ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 76.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 45.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 2267,  Location: NE LIMIT OF CHARLOTTE (Lat: 42.575233,  Lng: -84.819731),  Route carried "on" structure: Interstate 69,  Year Built: 1989,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 14,585 (year 2007),  Truck Traffic: 18%,  Average Future Daily Traffic: 19,343 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: I-69 BL
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 22.388,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 56,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 47.2m (154.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 57.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 2268,  Location: NE LIMIT OF CHARLOTTE (Lat: 42.582122,  Lng: -84.816378),  Route carried "on" structure: Interstate 69,  Year Built: 1989,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 14,585 (year 2007),  Truck Traffic: 18%,  Average Future Daily Traffic: 18,576 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: PACKARD HWY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 23.166,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 56,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 66.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 2269,  Location: NE LIMIT OF CHARLOTTE (Lat: 42.582122,  Lng: -84.816886),  Route carried "on" structure: Interstate 69,  Year Built: 1989,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 14,585 (year 2007),  Truck Traffic: 18%,  Average Future Daily Traffic: 18,576 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: PACKARD HWY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 23.191,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 56,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.8m (45.3ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 66.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 227,  Location: 1.5 MI NE OF CHARLOTTE (Lat: 42.589747,  Lng: -84.797847),  Route carried "on" structure: County highway ,  Year Built: 1989,  Status: Open,  Structure Length: 8.35m (27.40ft),  Average Daily Traffic: 27,800 (year 1982),  Truck Traffic: 3%,  Average Future Daily Traffic: 27,800 (year 1977),  Design Load: HS 25 or greater,  Features Intersected: I-69,  Facility Carried by Structure: OTTO ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.816,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.7m (136.8ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 77.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 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: 2339,  Location: 5 MI SW OF CHARLOTTE (Lat: 42.509692,  Lng: -84.867483),  Route carried "on" structure: County highway 2324,  Year Built: 1958,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 694 (year 2010),  Average Future Daily Traffic: 900 (year 2013),  Features Intersected: BATTLE CREEK RIVER,  Facility Carried by Structure: FIVE POINT HWY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 16.952,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  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: 31.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 234,  Location: 5 MI SE OF CHARLOTTE (Lat: 42.509392,  Lng: -84.794658),  Route carried "on" structure: County highway 2324,  Year Built: 1959,  Status: Posted for load,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 480 (year 2017),  Average Future Daily Traffic: 509 (year 2034),  Design Load: HS 20,  Features Intersected: BATTLE CREEK RIVER,  Facility Carried by Structure: FIVE POINT HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.948,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.0m (26.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Good,  Channel: Good,  Operating Rating: 29.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 13.0 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $665,000,  Roadway Improvement Cost: $154,000,  Total Project Cost: $819,000 ( Estimate for 2020),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 2345,  Location: 6 MI NW OF CHARLOTTE (Lat: 42.626164,  Lng: -84.890936),  Route carried "on" structure: County highway 2360,  Year Built: 1942,  Status: Posted for load,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 2,581 (year 2011),  Average Future Daily Traffic: 2,851 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: LITTLE THORNAPPLE RIVER,  Facility Carried by Structure: VERMONTVILLE HWY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 15.701,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.3m (33.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Fair,  Operating Rating: 43.7 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 0.61m (2.00ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $34,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $51,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2356,  Location: 3 MI NE OF CHARLOTTE (Lat: 42.602200,  Lng: -84.797864),  Route carried "on" structure: County highway ,  Year Built: 1987,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 1,221 (year 2010),  Average Future Daily Traffic: 3,040 (year 2013),  Design Load: HS 20,  Features Intersected: CLAFLIN DRAIN,  Facility Carried by Structure: OTTO ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.240,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.3m (33.8ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 39.9 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: 30.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 238,  Location: 3 MI N OF DUTTONVILLE (Lat: 42.494292,  Lng: -84.805308),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 313 (year 2009),  Average Future Daily Traffic: 500 (year 2015),  Design Load: HS 20,  Features Intersected: BATTLE CREEK RIVER,  Facility Carried by Structure: SPICERVILLE HWY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.741,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.0m (29.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very 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: 41.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2381,  Location: 4 MI N OF DUTTONVILLE (Lat: 42.506631,  Lng: -84.797500),  Route carried "on" structure: County highway ,  Year Built: 1979,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 137 (year 2014),  Average Future Daily Traffic: 300 (year 2013),  Design Load: HS 20,  Features Intersected: BATTLE CREEK RIVER,  Facility Carried by Structure: BROOKFIELD ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.438,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.1m (16.7ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 26.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) 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: April 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 2383,  Location: 1 MI SW OF CHARLOTTE (Lat: 42.524272,  Lng: -84.865619),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 148 (year 2005),  Average Future Daily Traffic: 130 (year 2013),  Design Load: HS 20,  Features Intersected: BATTLE CREEK RIVER,  Facility Carried by Structure: BROADWAY HWY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.795,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2384,  Location: 1.5 MI S.CHARLOTTE (Lat: 42.538878,  Lng: -84.849644),  Route carried "on" structure: County highway ,  Year Built: 1969,  Status: Posted for load,  Structure Length: 1.61m (5.28ft),  Average Daily Traffic: 323 (year 2004),  Average Future Daily Traffic: 900 (year 2013),  Design Load: H 20,  Features Intersected: BATTLE CREEK RIVER,  Facility Carried by Structure: KALAMO HWY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 18.450,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 29.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 23.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) 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: Equal to present desirable 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: June 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 2385,  Location: 3 MI W OF CHARLOTTE (Lat: 42.582750,  Lng: -84.903072),  Route carried "on" structure: County highway ,  Year Built: 1994,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 98 (year 2010),  Average Future Daily Traffic: 120 (year 2013),  Design Load: HS 20,  Features Intersected: FISH CREEK,  Facility Carried by Structure: VALLEY HWY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 13.537,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.0m (29.5ft),  Skew: 2 degrees,  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 52.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) 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 desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2387,  Location: 1 MI SE OF CHESTER (Lat: 42.597189,  Lng: -84.906294),  Route carried "on" structure: County highway ,  Year Built: 1987,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 127 (year 2010),  Average Future Daily Traffic: 500 (year 2013),  Design Load: HS 20+Mod,  Features Intersected: LITTLE THORNAPPLE RIVER,  Facility Carried by Structure: KINSEL HWY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 13.846,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.0m (29.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.2m (36.7ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  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: Better than present minimum criteria,  Deck Geometry: Better than 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: May 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2388,  Location: 1 MI NE OF CHESTER (Lat: 42.611711,  Lng: -84.898633),  Route carried "on" structure: County highway ,  Year Built: 1994,  Status: Open,  Structure Length: 1.82m (5.97ft),  Average Daily Traffic: 114 (year 2011),  Average Future Daily Traffic: 150 (year 2013),  Design Load: HS 20,  Features Intersected: LITTLE THORNAPPLE RIVER,  Facility Carried by Structure: LAMIE HIGHWAY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.320,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.0m (29.5ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.3m (56.8ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 55.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 33.0 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: 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: May 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 239,  Location: 0.75 MI E OF GRESHAM (Lat: 42.640572,  Lng: -84.880664),  Route carried "on" structure: County highway ,  Year Built: 1979,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 74 (year 2011),  Average Future Daily Traffic: 200 (year 2013),  Design Load: H 20,  Features Intersected: LITTLE THORNAPPLE RIVER,  Facility Carried by Structure: GRESHAM HWY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 11.811,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 37.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 30.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 2393,  Location: 2 MI EAST OF CHARLOTTE (Lat: 42.538558,  Lng: -84.811614),  Route carried "on" structure: County highway ,  Year Built: 2012,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 406 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 650 (year 2032),  Design Load: Greater than HL93,  Features Intersected: BATTLE CREEK RIVER,  Facility Carried by Structure: KALAMO HWY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.989,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.6m (57.7ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 57.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 44.4 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: Equal 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: April 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: 2394,  Location: 2 MI E OF CHARLOTTE (Lat: 42.528589,  Lng: -84.797572),  Route carried "on" structure: County highway ,  Year Built: 2015,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 368 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 560 (year 2035),  Design Load: Greater than HL93,  Features Intersected: BATTLE CREEK RIVER,  Facility Carried by Structure: BROOKFIELD ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.132,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.1m (52.8ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 74.5 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: 57.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than 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: April 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: 2429,  Location: 3 MI SW OF CHARLOTTE (Lat: 42.494689,  Lng: -84.869078),  Route carried "on" structure: County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 21 (year 2005),  Average Future Daily Traffic: 50 (year 2025),  Design Load: HS 20,  Features Intersected: BATTLE CREEK RIVER,  Facility Carried by Structure: SPICERVILLE HWY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.631,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: 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: 64.2 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 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: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 2255,  Location: 3.0 MI S OF CHARLOTTE (Lat: 42.515594,  Lng: -84.835867),  Route carried "under" structure: Interstate 69,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 24,544 (year 2007),  Truck Traffic: 25%,  Features Intersected: I-69
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 15.270,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.8m (133.9ft)

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Structure Number: 2256,  Location: 1.5 MI SE OF CHARLOTTE (Lat: 42.538583,  Lng: -84.820739),  Route carried "under" structure: Interstate 69,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 20,664 (year 2007),  Truck Traffic: 25%,  Features Intersected: I-69,  Facility Carried by Structure: KALAMO ROAD
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 18.280,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.0m (137.8ft)

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Structure Number: 2257,  Location: E LTS OF CHARLOTTE (Lat: 42.553128,  Lng: -84.820753),  Route carried "under" structure: Interstate 69,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 28,332 (year 2007),  Truck Traffic: 21%,  Features Intersected: I-69,  Facility Carried by Structure: M-50
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 19.894,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 2258,  Location: 1.8 MI N OF M-50 (Lat: 42.568003,  Lng: -84.820747),  Route carried "under" structure: Interstate 69,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 28,332 (year 2007),  Truck Traffic: 21%,  Features Intersected: I-69,  Facility Carried by Structure: ISLAND HIGHWAY
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 21.547,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.3m (115.8ft)

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Structure Number: 226,  Location: 5.6 MI NE OF OLIVET (Lat: 42.509603,  Lng: -84.843917),  Route carried "under" structure: Interstate 69,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 24,544 (year 2007),  Truck Traffic: 22%,  Features Intersected: I-69,  Facility Carried by Structure: FIVE POINT HIGHWAY
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 14.332,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.8m (133.9ft)

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Structure Number: 2266,  Location: NE LIMIT OF CHARLOTTE (Lat: 42.575653,  Lng: -84.819050),  Route carried "under" structure: Business Interstate 69,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 13,914 (year 2007),  Truck Traffic: 3%,  Features Intersected: I-69 BL
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 2.002,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.2m (154.9ft)

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Structure Number: 2267,  Location: NE LIMIT OF CHARLOTTE (Lat: 42.575233,  Lng: -84.819731),  Route carried "under" structure: Business Interstate 69,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 13,914 (year 2007),  Truck Traffic: 3%,  Features Intersected: I-69 BL
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 1.938,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.2m (154.9ft)

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Structure Number: 2268,  Location: NE LIMIT OF CHARLOTTE (Lat: 42.582122,  Lng: -84.816378),  Route carried "under" structure: County highway ,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 3,500 (year 1982),  Features Intersected: PACKARD HWY,  Facility Carried by Structure: I-69 NB
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 1.611,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 2269,  Location: NE LIMIT OF CHARLOTTE (Lat: 42.582122,  Lng: -84.816886),  Route carried "under" structure: County highway ,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 3,500 (year 1982),  Features Intersected: PACKARD HWY,  Facility Carried by Structure: I-69 SB
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 1.569,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 227,  Location: 1.5 MI NE OF CHARLOTTE (Lat: 42.589747,  Lng: -84.797847),  Route carried "under" structure: Interstate 69,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 29,170 (year 2007),  Truck Traffic: 18%,  Features Intersected: I-69,  Facility Carried by Structure: OTTO ROAD
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 24.954,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.7m (136.8ft)