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

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Structure Number: 438,  Location: 3 MILES EAST OF ALGER (Lat: 44.141575,  Lng: -84.043714),  Route carried "on" structure: County highway 690,  Year Built: 1963,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 2,100 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,000 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: RIFLE RIVER,  Facility Carried by Structure: MAPLE RIDGE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.725,  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: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.9 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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 6.22m (20.41ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $406,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $527,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4234,  Location: 4.0 MI S OF M-20 (Lat: 43.559869,  Lng: -84.727394),  Route carried "on" structure: County highway 3775,  Year Built: 1965,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 160 (year 1974),  Average Future Daily Traffic: 160 (year 1977),  Design Load: H 15,  Features Intersected: US-127,  Facility Carried by Structure: SUMMERTON RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.400,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.7m (84.3ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  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: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4235,  Location: @ S JCT US-127 BR (Lat: 43.564067,  Lng: -84.736222),  Route carried "on" structure: Business US 127,  Year Built: 1961,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 7,675 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,475 (year 2040),  Design Load: HS 20,  Features Intersected: US-127 SB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.256,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 24,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.8m (107.6ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Very good,  Operating Rating: 60.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.3 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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum 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: 4236,  Location: 2.0 MI S OF M-20 (Lat: 43.582619,  Lng: -84.737861),  Route carried "on" structure: County highway 3732,  Year Built: 1964,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 5,954 (year 1995),  Truck Traffic: 3%,  Average Future Daily Traffic: 780 (year 1977),  Design Load: H 15,  Features Intersected: US-127,  Facility Carried by Structure: BROOMFIELD RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.237,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 74.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.6 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: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum 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

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Structure Number: 4237,  Location: @ M-20 (Lat: 43.611586,  Lng: -84.738250),  Route carried "on" structure: US 127,  Year Built: 1961,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 6,174 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,822 (year 2040),  Design Load: HS 20,  Features Intersected: M-20
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 18.833,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 24,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.0m (78.7ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.9 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 4238,  Location: @ M-20 (Lat: 43.611589,  Lng: -84.738625),  Route carried "on" structure: US 127,  Year Built: 1961,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 6,174 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,822 (year 2040),  Design Load: HS 20,  Features Intersected: M-20
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 18.890,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 24,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.0m (78.7ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 74.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 44.7 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: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4239,  Location: 0.7 MI S OF M-20 (Lat: 43.604342,  Lng: -84.738122),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 6,190 (year 1997),  Truck Traffic: 3%,  Average Future Daily Traffic: 230 (year 1977),  Design Load: H 15,  Features Intersected: US-127,  Facility Carried by Structure: BROADWAY RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.815,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  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: 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2022,  Other Special Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 424,  Location: 1.9 MI NW OF M-20 (Lat: 43.632100,  Lng: -84.758550),  Route carried "on" structure: US 127,  Year Built: 1961,  Status: Open,  Structure Length: 6.12m (20.08ft),  Average Daily Traffic: 8,625 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 12,174 (year 2018),  Design Load: HS 20,  Features Intersected: CHIPPEWA RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 21.949,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 24,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Underwater Inspection Date: July 2020,  Other Special Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4241,  Location: 1.9 MI NW OF M-20 (Lat: 43.631964,  Lng: -84.758911),  Route carried "on" structure: US 127,  Year Built: 1961,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 6.12m (20.08ft),  Average Daily Traffic: 8,625 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 12,174 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: CHIPPEWA RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 22.038,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 24,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 83.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 50.2 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Underwater Inspection Date: July 2020,  Other Special Inspection Date: July 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: 4249,  Location: 0.1 MI N OF US-127 BR (Lat: 43.626633,  Lng: -84.758617),  Route carried "on" structure: US 127,  Year Built: 1961,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 8,625 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 12,174 (year 2018),  Design Load: HS 20,  Features Intersected: EAST RIVER RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 21.342,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 24,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 14 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.0 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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Other Special Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 425,  Location: 0.1 MI N OF US-127 BR (Lat: 43.626328,  Lng: -84.759000),  Route carried "on" structure: US 127,  Year Built: 1961,  Status: Temporarily open,  Structure Length: 6.03m (19.78ft),  Average Daily Traffic: 8,625 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 12,174 (year 2018),  Design Load: HS 20,  Features Intersected: EAST RIVER RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 21.411,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 24,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 14 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Poor,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Other Special Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4265,  Location: IN MT PLEASANT (Lat: 43.597092,  Lng: -84.786247),  Route carried "on" structure: State highway 20,  Year Built: 1996,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 10,842 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,709 (year 2018),  Design Load: H 15,  Features Intersected: CHIPPEWA RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 24.205,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.3m (125.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: 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: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4281,  Location: 50 FT E OF MISSION RD (Lat: 43.640556,  Lng: -84.767778),  Route carried "on" structure: County highway 3748,  Year Built: 2009,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 427 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,960 (year 2023),  Design Load: HS 20,  Features Intersected: JOHN NEFF DRAIN,  Facility Carried by Structure: BASE LINE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.273,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 43.6 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: 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: June 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4302,  Location: 0.1M N SW COR SEC 21 T14N (Lat: 43.587675,  Lng: -84.807514),  Route carried "on" structure: County highway 2024,  Year Built: 2017,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 6,666 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,925 (year 2034),  Design Load: Greater than HL93,  Features Intersected: CHIPPEWA RIVER,  Facility Carried by Structure: LINCOLN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.842,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 15.1m (49.5ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.7m (87.6ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 77.4 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: 59.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 4305,  Location: AT SE COR SEC 6 T14N R3W (Lat: 43.626325,  Lng: -84.708058),  Route carried "on" structure: County highway 3746,  Year Built: 1969,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 2,516 (year 2002),  Average Future Daily Traffic: 3,740 (year 2022),  Design Load: H 20,  Features Intersected: NORTH BR CHIPPEWA RIVER,  Facility Carried by Structure: LEATON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.322,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4309,  Location: 0.1M N SE COR SEC 27 T14N (Lat: 43.569853,  Lng: -84.767319),  Route carried "on" structure: County highway 2024,  Year Built: 2005,  Status: Open,  Structure Length: 1.97m (6.46ft),  Average Daily Traffic: 9,200 (year 2004),  Truck Traffic: 2%,  Average Future Daily Traffic: 15,075 (year 2024),  Design Load: H 20,  Features Intersected: ANN ARBOR RAILROAD,  Facility Carried by Structure: MISSION ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 11.605,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 18.2m (59.7ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 63.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 431,  Location: 0.1 M S NE COR SEC 10 T14 (Lat: 43.624942,  Lng: -84.767917),  Route carried "on" structure: County highway 2024,  Year Built: 2008,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 9,019 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,402 (year 2028),  Features Intersected: NORTH BR CHIPPEWA RIVER,  Facility Carried by Structure: MISSION ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.914,  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 - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Inventory Rating: 87.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4313,  Location: 0.1M S NE COR SEC 20 T14N (Lat: 43.595911,  Lng: -84.687850),  Route carried "on" structure: County highway 3783,  Year Built: 1995,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 4,001 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,883 (year 2038),  Design Load: HS 20,  Features Intersected: ONION CREEK DRAIN,  Facility Carried by Structure: SHEPHERD ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 14.417,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  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: 12.7m (41.7ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 66.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4318,  Location: 0.5 M N SE COR SEC 2 T14N (Lat: 43.634650,  Lng: -84.748183),  Route carried "on" structure: County highway 3748,  Year Built: 1972,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 1,330 (year 2002),  Average Future Daily Traffic: 1,975 (year 2022),  Design Load: H 20,  Features Intersected: CHIPPEWA RIVER,  Facility Carried by Structure: ISABELLA ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.854,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  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: 16.1m (52.8ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 56.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 4323,  Location: 0.3 M E SW COR SEC 16 T14 (Lat: 43.597267,  Lng: -84.681592),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 620 (year 2002),  Average Future Daily Traffic: 756 (year 2002),  Design Load: HS 20,  Features Intersected: ONION CREEK DRAIN,  Facility Carried by Structure: REMUS ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.115,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 47.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4324,  Location: .35 M S NE COR SEC 8 T14N (Lat: 43.621411,  Lng: -84.688028),  Route carried "on" structure: County highway ,  Year Built: 1993,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 826 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,007 (year 2038),  Design Load: Greater than HL93,  Features Intersected: CHIPPEWA RIVER,  Facility Carried by Structure: SHEPHERD ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 17.250,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.3m (30.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.5m (60.7ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 56.7 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: 43.7 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: 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4373,  Location: SEC 3 UNION TWP (Lat: 43.640567,  Lng: -84.783303),  Route carried "on" structure: County highway ,  Year Built: 2004,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 144 (year 2004),  Average Future Daily Traffic: 204 (year 2024),  Design Load: HS 20,  Features Intersected: JOHN NEFF DRAIN,  Facility Carried by Structure: BASELINE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 14.512,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: 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 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4374,  Location: SEC 30W UNION TWP (Lat: 43.577389,  Lng: -84.848086),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 2003,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 1,277 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,558 (year 2033),  Design Load: H 20,  Features Intersected: SOUTH BR CHIPPEWA RIVER,  Facility Carried by Structure: MERIDIAN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.897,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Inventory Rating: 61.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 4375,  Location: SEC 19W UNION TWP (Lat: 43.592694,  Lng: -84.847922),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 2018,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 1,533 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,870 (year 2037),  Design Load: Greater than HL93,  Features Intersected: NORTH BR CHIPPEWA RIVER,  Facility Carried by Structure: MERIDIAN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.592,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.5m (57.4ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 59.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4378,  Location: IN MT PLEASANT (Lat: 43.604486,  Lng: -84.782358),  Route carried "on" structure: City street 2024,  Year Built: 1910,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 2.86m (9.38ft),  Average Daily Traffic: 2,352 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,870 (year 2039),  Features Intersected: CHIPPEWA RIVER,  Facility Carried by Structure: BROADWAY ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.244,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 55.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4379,  Location: IN MT PLEASANT (Lat: 43.611831,  Lng: -84.778786),  Route carried "on" structure: City street 2024,  Year Built: 1979,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 16,211 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 19,761 (year 2036),  Design Load: HS 20,  Features Intersected: CHIPPEWA RIVER,  Facility Carried by Structure: PICKARD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.653,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.1m (62.7ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 73.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 438,  Location: IN MT PLEASANT (Lat: 43.607214,  Lng: -84.777586),  Route carried "on" structure: City street ,  Year Built: 1910,  Year Reconstructed: 1994,  Status: Posted for load,  Structure Length: 2.31m (7.58ft),  Average Daily Traffic: 2,161 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,637 (year 2039),  Features Intersected: CHIPPEWA RIVER CHANNEL,  Facility Carried by Structure: LINCOLN ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.072,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: F52,  Location: SAGINAW CHIPPEWA RES. (Lat: 43.594917,  Lng: -84.706381),  Route carried "on" structure: Federal lands road 12,  Year Built: 1998,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 60 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 100 (year 2041),  Design Load: HS 20,  Features Intersected: NEFF EXTENSION DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Bureau of Indian Affairs,  Approaching Roadway Width: 8.2m (26.9ft),  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 or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: F521,  Location: SAGINAW CHIPPEWA RES. (Lat: 43.595372,  Lng: -84.703450),  Route carried "on" structure: Federal lands road 11,  Year Built: 1998,  Status: Open,  Structure Length: 1.12m (3.67ft),  Average Daily Traffic: 60 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 100 (year 2039),  Design Load: HS 20,  Features Intersected: ONION CREEK DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.300,  Lanes on structure: 2,  Owner: Bureau of Indian Affairs,  Approaching Roadway Width: 8.4m (27.6ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.2m (36.7ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 4234,  Location: 4.0 MI S OF M-20 (Lat: 43.559869,  Lng: -84.727394),  Route carried "under" structure: US 127,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 20,914 (year 2007),  Truck Traffic: 7%,  Features Intersected: US-127,  Facility Carried by Structure: SUMMERTON RD
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 12.740,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.7m (84.3ft)

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Structure Number: 4235,  Location: @ S JCT US-127 BR (Lat: 43.564067,  Lng: -84.736222),  Route carried "under" structure: US 127,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 8,788 (year 2020),  Truck Traffic: 6%,  Features Intersected: US-127 SB
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 13.574,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.8m (107.6ft)

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Structure Number: 4236,  Location: 2.0 MI S OF M-20 (Lat: 43.582619,  Lng: -84.737861),  Route carried "under" structure: US 127,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 13,562 (year 2007),  Truck Traffic: 12%,  Features Intersected: US-127,  Facility Carried by Structure: BROOMFIELD RD
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 15.616,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 4237,  Location: @ M-20 (Lat: 43.611586,  Lng: -84.738250),  Route carried "under" structure: State highway 20,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 20,442 (year 2007),  Truck Traffic: 2%,  Features Intersected: M-20,  Facility Carried by Structure: US-127 NB
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 24.925,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.0m (78.7ft)

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Structure Number: 4238,  Location: @ M-20 (Lat: 43.611589,  Lng: -84.738625),  Route carried "under" structure: State highway 20,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 20,442 (year 2007),  Truck Traffic: 3%,  Features Intersected: M-20,  Facility Carried by Structure: US-127 SB
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 24.894,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.0m (78.7ft)

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Structure Number: 4239,  Location: 0.7 MI S OF M-20 (Lat: 43.604342,  Lng: -84.738122),  Route carried "under" structure: US 127,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 13,562 (year 2007),  Truck Traffic: 12%,  Features Intersected: US-127,  Facility Carried by Structure: BROADWAY RD
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 18.028,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 4249,  Location: 0.1 MI N OF US-127 BR (Lat: 43.626633,  Lng: -84.758617),  Route carried "under" structure: County highway 3744,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 1,200 (year 1983),  Truck Traffic: 1%,  Features Intersected: EAST RIVER RD,  Facility Carried by Structure: US-127 NB
Minimum Vertical Clearance: 7.39m (24.25ft),  Kilometerpoint: 0.932,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 425,  Location: 0.1 MI N OF US-127 BR (Lat: 43.626328,  Lng: -84.759000),  Route carried "under" structure: County highway 3744,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 1,200 (year 1983),  Truck Traffic: 1%,  Features Intersected: EAST RIVER RD,  Facility Carried by Structure: US-127 SB
Minimum Vertical Clearance: 7.44m (24.41ft),  Kilometerpoint: 0.885,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 4253,  Location: 0.7 MI N OF M-20 (Lat: 43.618286,  Lng: -84.748106),  Route carried "under" structure: US 127,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 11,654 (year 2007),  Truck Traffic: 11%,  Features Intersected: US-127,  Facility Carried by Structure: ISABELLA RD
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 19.998,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.3m (79.7ft)

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Structure Number: 4254,  Location: @ US-127 BR (Lat: 43.623183,  Lng: -84.758483),  Route carried "under" structure: US 127,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 5,827 (year 2007),  Truck Traffic: 9%,  Features Intersected: US-127 SB
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 21.057,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.4m (106.3ft)

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Structure Number: 4255,  Location: 1.1 MI N OF US-127 BR (Lat: 43.640569,  Lng: -84.758519),  Route carried "under" structure: US 127,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 15,174 (year 2007),  Truck Traffic: 6%,  Features Intersected: US-127,  Facility Carried by Structure: BASELINE RD
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 22.890,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 4267,  Location: IN MT PLEASANT (Lat: 43.597144,  Lng: -84.781114),  Route carried "under" structure: State highway 20,  Year Built: 1938,  Structure Length: 0. m,  Average Daily Traffic: 14,043 (year 2007),  Truck Traffic: 3%,  Features Intersected: M-20,  Facility Carried by Structure: MDOT RR CORRIDOR
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 24.619,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 19.8m (65.0ft)