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

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Structure Number: 1785,  Location: 0.3 MI N OF EATON CO LINE (Lat: 42.774189,  Lng: -84.669722),  Route carried "on" structure: Interstate 96,  Year Built: 1962,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 18,210 (year 2007),  Truck Traffic: 18%,  Average Future Daily Traffic: 16,114 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: CSX RR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 15.859,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 20,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.0m (49.2ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1786,  Location: 0.3 MI N OF EATON CO LINE (Lat: 42.774150,  Lng: -84.669361),  Route carried "on" structure: Interstate 96,  Year Built: 1962,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 18,210 (year 2007),  Truck Traffic: 18%,  Average Future Daily Traffic: 16,114 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: CSX RR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 15.909,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 20,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 23.5m (77.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.0m (49.2ft),  Curb-To-Curb Width: 26.0m (85.3ft),  Out-to-Out Width: 27.2m (89.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1863,  Location: 6.5 MI NW OF LANSING (Lat: 42.774347,  Lng: -84.672067),  Route carried "on" structure: Interstate 69,  Year Built: 1981,  Status: Open,  Structure Length: 4.29m (14.07ft),  Average Daily Traffic: 10,507 (year 2007),  Truck Traffic: 16%,  Average Future Daily Traffic: 23,290 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: CSX RR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.510,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 36,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 13.9m (45.6ft)

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,  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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2289,  Location: 3.5 MI W OF LANSING (Lat: 42.716397,  Lng: -84.668947),  Route carried "on" structure: Ramp Interstate 496,  Year Built: 1969,  Status: Open,  Structure Length: 6.85m (22.47ft),  Average Daily Traffic: 17,512 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 19,550 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-96
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.477,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.6m (77.4ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 60.3 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $190,000,  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: 229,  Location: 3.5 MI W OF LANSING (Lat: 42.719839,  Lng: -84.668792),  Route carried "on" structure: Interstate 496,  Year Built: 1969,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 7.12m (23.36ft),  Average Daily Traffic: 17,512 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 19,550 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-96
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 56,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 51.5 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: 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: October 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: 2291,  Location: 3.2 MI W OF LANSING (Lat: 42.718172,  Lng: -84.662022),  Route carried "on" structure: County highway ,  Year Built: 1969,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 7,500 (year 1995),  Truck Traffic: 14%,  Average Future Daily Traffic: 8,144 (year 2015),  Design Load: H 20,  Features Intersected: I-496 EB,  Facility Carried by Structure: CANAL RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 20.026,  Lanes on structure: 2,  Lanes under structure: 3,  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: 3,  Length of Maximum Span: 24.5m (80.4ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 71.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.4 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 2292,  Location: 3.2 MI W OF LANSING (Lat: 42.720147,  Lng: -84.662025),  Route carried "on" structure: County highway ,  Year Built: 1969,  Status: Open,  Structure Length: 10.74m (35.24ft),  Average Daily Traffic: 3,010 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,000 (year 2015),  Design Load: H 20,  Features Intersected: I-496,  Facility Carried by Structure: CANAL RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 20.211,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 70.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 28 months,  Inspection Date: October 2021,  Other Special Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 2293,  Location: 3.0 MI W OF LANSING (Lat: 42.719600,  Lng: -84.642425),  Route carried "on" structure: County highway 2003,  Year Built: 1969,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 2,000 (year 1991),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,200 (year 2011),  Design Load: H 20,  Features Intersected: I-496,  Facility Carried by Structure: CREYTS RD NB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.041,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.9m (32.5ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.2m (95.8ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 24.3 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 15 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Deck Structure Type: Steel plate,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2294,  Location: 2.0 MI W OF LANSING (Lat: 42.719914,  Lng: -84.622772),  Route carried "on" structure: County highway ,  Year Built: 1969,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 1,000 (year 1988),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,150 (year 2008),  Design Load: H 20,  Features Intersected: I-496,  Facility Carried by Structure: SNOW RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.788,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $29,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 2295,  Location: AT EATON-INGHAM CO LINE (Lat: 42.721864,  Lng: -84.603014),  Route carried "on" structure: Interstate 496,  Year Built: 1969,  Status: Open,  Structure Length: 5.17m (16.96ft),  Average Daily Traffic: 22,213 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,788 (year 2038),  Design Load: HS 20,  Features Intersected: WAVERLY RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.429,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 56,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 73.9 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.18m (16.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $429,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $472,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 2296,  Location: AT EATON-INGHAM CO LINE (Lat: 42.721578,  Lng: -84.603033),  Route carried "on" structure: Interstate 496,  Year Built: 1969,  Status: Open,  Structure Length: 5.17m (16.96ft),  Average Daily Traffic: 22,213 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,788 (year 2038),  Design Load: HS 20,  Features Intersected: WAVERLY RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.444,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 56,  Subroute: 8),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 73.9 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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.18m (16.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $429,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $472,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 2297,  Location: AT I-96/I-496 JCT (Lat: 42.719358,  Lng: -84.672422),  Route carried "on" structure: Ramp Interstate 496,  Year Built: 1989,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 7,500 (year 1995),  Truck Traffic: 14%,  Average Future Daily Traffic: 8,164 (year 2015),  Design Load: HS 20,  Features Intersected: I-96EB TO I-496EB RMP C
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.282,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.1m (148.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: 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: October 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: 2315,  Location: 0.2 MI S OF CLINTON COL (Lat: 42.767214,  Lng: -84.668683),  Route carried "on" structure: Interstate 96,  Year Built: 1962,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 8.18m (26.84ft),  Average Daily Traffic: 27,100 (year 2007),  Truck Traffic: 21%,  Average Future Daily Traffic: 26,492 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: GRAND RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 56,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 80.4 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum 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 24 months,  Inspection Date: July 2021,  Underwater Inspection Date: July 2020,  Other Special 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: 2316,  Location: 0.2 MI S OF CLINTON COL (Lat: 42.767242,  Lng: -84.668386),  Route carried "on" structure: Interstate 96,  Year Built: 1962,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 8.18m (26.84ft),  Average Daily Traffic: 27,100 (year 2007),  Truck Traffic: 21%,  Average Future Daily Traffic: 26,492 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: GRAND RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.237,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 56,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 82.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 49.6 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: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum 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 24 months,  Inspection Date: July 2021,  Underwater Inspection Date: July 2020,  Other Special Inspection Date: April 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: 2317,  Location: 6 MI NW OF LANSING (Lat: 42.767183,  Lng: -84.669061),  Route carried "on" structure: Ramp Interstate 96,  Year Built: 1981,  Status: Open,  Structure Length: 8.35m (27.40ft),  Average Daily Traffic: 10,507 (year 2007),  Truck Traffic: 16%,  Average Future Daily Traffic: 17,691 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: GRAND RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.367,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.2m (95.8ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 66.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Underwater Inspection Date: July 2020,  Other Special Inspection Date: April 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: 2322,  Location: 1.0 MI S OF CLINTON COL (Lat: 42.755514,  Lng: -84.667400),  Route carried "on" structure: County highway ,  Year Built: 1961,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 1,500 (year 1988),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,725 (year 2008),  Design Load: H 15,  Features Intersected: I-96,  Facility Carried by Structure: WILLOW HWY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.162,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 2323,  Location: @ M-43 (Lat: 42.741061,  Lng: -84.668286),  Route carried "on" structure: Interstate 96,  Year Built: 1962,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 4.93m (16.17ft),  Average Daily Traffic: 31,250 (year 2007),  Average Future Daily Traffic: 33,250 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: M-43
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.211,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 56,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.6m (90.6ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 70.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 2324,  Location: @ M-43 (Lat: 42.741061,  Lng: -84.667969),  Route carried "on" structure: Interstate 96,  Year Built: 1962,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 4.93m (16.17ft),  Average Daily Traffic: 31,250 (year 2007),  Average Future Daily Traffic: 33,250 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: M-43
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.211,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 56,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.6m (90.6ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 70.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 2325,  Location: 1.0 MI S OF M-43 (Lat: 42.726542,  Lng: -84.668311),  Route carried "on" structure: County highway 2003,  Year Built: 1962,  Status: Open,  Structure Length: 9.90m (32.48ft),  Average Daily Traffic: 2,850 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,785 (year 2040),  Design Load: H 15,  Features Intersected: I-96,  Facility Carried by Structure: ST JOSEPH HWY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 31.795,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 21.6m (70.9ft),  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: 10.0m (32.8ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 28.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2332,  Location: CLINTON/EATON CO LINE (Lat: 42.769944,  Lng: -84.669300),  Route carried "on" structure: County highway 19,  Year Built: 1961,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 1,400 (year 1988),  Average Future Daily Traffic: 1,610 (year 2008),  Design Load: H 15,  Features Intersected: I-69 NB & I-96,  Facility Carried by Structure: EATON HWY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.644,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.5m (70.5ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  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: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2333,  Location: CLINTON/EATON CO LINE (Lat: 42.769944,  Lng: -84.670917),  Route carried "on" structure: County highway ,  Year Built: 1981,  Status: Open,  Structure Length: 5.54m (18.18ft),  Average Daily Traffic: 1,400 (year 1988),  Average Future Daily Traffic: 1,610 (year 2008),  Design Load: HS 20,  Features Intersected: I-69 TO I-96 EB,  Facility Carried by Structure: EATON HWY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.766,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.6m (100.4ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than 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: July 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: 2362,  Location: 8 MI N OF DIMONDALE (Lat: 42.761181,  Lng: -84.648933),  Route carried "on" structure: County highway 2003,  Year Built: 1966,  Status: Posted for load,  Structure Length: 8.59m (28.18ft),  Average Daily Traffic: 5,860 (year 2010),  Average Future Daily Traffic: 7,000 (year 2015),  Design Load: HS 20,  Features Intersected: GRAND RIVER,  Facility Carried by Structure: WEBSTER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 12.930,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 35.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 14.3 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: 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: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $50,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $55,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 13404,  Location: DELTA TWP SEC 3 & 10 (Lat: 42.755528,  Lng: -84.652778),  Route carried "on" structure: County highway ,  Year Built: 2004,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 5,817 (year 2010),  Average Future Daily Traffic: 6,400 (year 2030),  Design Load: HS 20,  Features Intersected: CARRIER CREEK,  Facility Carried by Structure: WILLOW HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.392,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 45.1m (148.0ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable 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 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1399,  Location: 0.4 MI W OF CREYTS ROAD (Lat: 42.741056,  Lng: -84.649981),  Route carried "on" structure: State highway 43,  Year Built: 1956,  Status: Open,  Structure Length: 1.11m (3.64ft),  Average Daily Traffic: 26,200 (year 2017),  Average Future Daily Traffic: 100 (year 2037),  Design Load: H 20,  Features Intersected: CARRIER CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 56,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.9m (9.5ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 36.0m (118.1ft)

Condition: Channel: Fair,  Culverts: Poor,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 97.2 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2289,  Location: 3.5 MI W OF LANSING (Lat: 42.716397,  Lng: -84.668947),  Route carried "under" structure: Interstate 96,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 54,182 (year 2007),  Truck Traffic: 15%,  Features Intersected: I-96
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 5.942,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.6m (77.4ft)

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Structure Number: 229,  Location: 3.5 MI W OF LANSING (Lat: 42.719839,  Lng: -84.668792),  Route carried "under" structure: Interstate 96,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 62,500 (year 2007),  Truck Traffic: 15%,  Features Intersected: I-96
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 5.567,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 2291,  Location: 3.2 MI W OF LANSING (Lat: 42.718172,  Lng: -84.662022),  Route carried "under" structure: Ramp Interstate 496,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 12,334 (year 2003),  Truck Traffic: 8%,  Features Intersected: I-496 EB,  Facility Carried by Structure: CANAL RD
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.991,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.5m (80.4ft)

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Structure Number: 2292,  Location: 3.2 MI W OF LANSING (Lat: 42.720147,  Lng: -84.662025),  Route carried "under" structure: Interstate 496,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 35,025 (year 2018),  Truck Traffic: 8%,  Features Intersected: I-496,  Facility Carried by Structure: CANAL RD
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.581,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 2293,  Location: 3.0 MI W OF LANSING (Lat: 42.719600,  Lng: -84.642425),  Route carried "under" structure: Interstate 496,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 35,025 (year 2018),  Truck Traffic: 8%,  Features Intersected: I-496,  Facility Carried by Structure: CREYTS RD NB
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 1.202,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 29.2m (95.8ft)

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Structure Number: 2294,  Location: 2.0 MI W OF LANSING (Lat: 42.719914,  Lng: -84.622772),  Route carried "under" structure: Interstate 496,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 44,425 (year 2018),  Truck Traffic: 5%,  Features Intersected: I-496,  Facility Carried by Structure: SNOW RD
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 2.812,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 2295,  Location: AT EATON-INGHAM CO LINE (Lat: 42.721864,  Lng: -84.603014),  Route carried "under" structure: County highway 2003,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 24,000 (year 1988),  Features Intersected: WAVERLY RD,  Facility Carried by Structure: I-496 WB
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 15.515,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 2296,  Location: AT EATON-INGHAM CO LINE (Lat: 42.721578,  Lng: -84.603033),  Route carried "under" structure: County highway 2003,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 24,000 (year 1988),  Features Intersected: WAVERLY RD,  Facility Carried by Structure: I-496 EB
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 15.482,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 2297,  Location: AT I-96/I-496 JCT (Lat: 42.719358,  Lng: -84.672422),  Route carried "under" structure: Ramp Interstate 96,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 22,600 (year 1974),  Features Intersected: I-96EB TO I-496EB RMP C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.046,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.1m (148.0ft)

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Structure Number: 2298,  Location: 3.0 MI W OF LANSING (Lat: 42.719897,  Lng: -84.642414),  Route carried "under" structure: Interstate 496,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 35,025 (year 2018),  Truck Traffic: 5%,  Features Intersected: I-496,  Facility Carried by Structure: CREYTS ROAD SB
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 2.187,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.3m (115.8ft)

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Structure Number: 2322,  Location: 1.0 MI S OF CLINTON COL (Lat: 42.755514,  Lng: -84.667400),  Route carried "under" structure: Interstate 96,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 54,200 (year 2007),  Truck Traffic: 21%,  Features Intersected: I-96,  Facility Carried by Structure: WILLOW HWY
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 1.605,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 2323,  Location: @ M-43 (Lat: 42.741061,  Lng: -84.668286),  Route carried "under" structure: State highway 43,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 28,066 (year 2007),  Truck Traffic: 4%,  Features Intersected: M-43,  Facility Carried by Structure: I-96 EB
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 31.839,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.6m (90.6ft)

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Structure Number: 2324,  Location: @ M-43 (Lat: 42.741061,  Lng: -84.667969),  Route carried "under" structure: State highway 43,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 35,439 (year 2007),  Truck Traffic: 2%,  Features Intersected: M-43,  Facility Carried by Structure: I-96 WB
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 31.865,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.6m (90.6ft)

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Structure Number: 2325,  Location: 1.0 MI S OF M-43 (Lat: 42.726542,  Lng: -84.668311),  Route carried "under" structure: Interstate 96,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 62,500 (year 2007),  Truck Traffic: 14%,  Features Intersected: I-96,  Facility Carried by Structure: ST JOSEPH HWY
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 4.823,  Lanes on structure: 2,  Lanes under structure: 9,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 2332,  Location: CLINTON/EATON CO LINE (Lat: 42.769944,  Lng: -84.669300),  Route carried "under" structure: Interstate 96,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 44,000 (year 1995),  Truck Traffic: 14%,  Features Intersected: I-69 NB & I-96,  Facility Carried by Structure: EATON HWY
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.632,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.5m (70.5ft)

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Structure Number: 2333,  Location: CLINTON/EATON CO LINE (Lat: 42.769944,  Lng: -84.670917),  Route carried "under" structure: Interstate 69,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 27,100 (year 2007),  Truck Traffic: 21%,  Features Intersected: I-69 TO I-96 EB,  Facility Carried by Structure: EATON HWY
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.6m (100.4ft)