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

Find on map >>   Show street view

Structure Number: 48,  Location: 1.5 MI N OF IRON CO LINE (Lat: 46.440775,  Lng: -88.511369),  Route carried "on" structure: US 141,  Year Built: 1960,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 1,046 (year 2007),  Truck Traffic: 27%,  Average Future Daily Traffic: 1,088 (year 2018),  Design Load: HS 20,  Features Intersected: TRACY CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.617,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 118,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.6m (34.8ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 522,  Location: IN HERMAN (Lat: 46.667806,  Lng: -88.365192),  Route carried "on" structure: County highway ,  Year Built: 1987,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 124 (year 2014),  Average Future Daily Traffic: 150 (year 2034),  Design Load: HS 20,  Features Intersected: DAULTS CREEK,  Facility Carried by Structure: KERANEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.043,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 33.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 26.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

Find on map >>   Show street view

Structure Number: 4799,  Location: IN GRANDVILLE (Lat: 42.908625,  Lng: -85.776269),  Route carried "on" structure: Interstate 196,  Year Built: 2007,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 31,705 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 48,150 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: BUCK CR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.782,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 40,  Subroute: 9),  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 21.5m (70.5ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 95.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 47.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 48,  Location: IN GRANDVILLE (Lat: 42.907967,  Lng: -85.775642),  Route carried "on" structure: Interstate 196,  Year Built: 2007,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 31,705 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 48,150 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: BUCK CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.752,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 40,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 84.6 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 desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 4803,  Location: IN GRANDVILLE (Lat: 42.906650,  Lng: -85.777817),  Route carried "on" structure: Interstate 196,  Year Built: 2007,  Status: Open,  Structure Length: 18.02m (59.12ft),  Average Daily Traffic: 31,705 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 48,150 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: CSX RR & I-196 RMP
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.483,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: 40,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 52.6m (172.6ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 95.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 4804,  Location: IN GRANDVILLE (Lat: 42.906597,  Lng: -85.779797),  Route carried "on" structure: Interstate 196,  Year Built: 2007,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 31,705 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 58,527 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: CSX RR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.446,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 40,  Subroute: 9),  Owner: State Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 84.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 4812,  Location: IN GRANDVILLE (Lat: 42.904908,  Lng: -85.779839),  Route carried "on" structure: Interstate 196,  Year Built: 1965,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 31,705 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 33,727 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: CHICAGO DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.264,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 40,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.2m (122.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum 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: Latex Concrete

Find on map >>   Show street view

Structure Number: 4813,  Location: IN GRANDVILLE (Lat: 42.904714,  Lng: -85.780908),  Route carried "on" structure: Interstate 196,  Year Built: 1972,  Status: Open,  Structure Length: 6.15m (20.18ft),  Average Daily Traffic: 31,705 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 33,727 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: CHICAGO DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.182,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 40,  Subroute: 9),  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 17.9m (58.7ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Good,  Operating Rating: 65.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 39.2 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: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 10 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Other Special Inspection Date: July 2021,  Bridge Improvement Cost: $201,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 4814,  Location: IN GRANDVILLE (Lat: 42.914442,  Lng: -85.765356),  Route carried "on" structure: Interstate 196,  Year Built: 1965,  Status: Open,  Structure Length: 4.77m (15.65ft),  Average Daily Traffic: 47,200 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 52,150 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: M-11
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.893,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 40,  Subroute: 9),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.8m (91.2ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 43.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 4815,  Location: IN GRANDVILLE (M-11 28TH (Lat: 42.914292,  Lng: -85.765044),  Route carried "on" structure: Interstate 196,  Year Built: 1965,  Status: Open,  Structure Length: 4.77m (15.65ft),  Average Daily Traffic: 47,200 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 52,150 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: M-11
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.872,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 40,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.8m (91.2ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.7 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: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than 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: Latex Concrete

Find on map >>   Show street view

Structure Number: 4816,  Location: IN GRANDVILLE (I-196 EB) (Lat: 42.917175,  Lng: -85.762547),  Route carried "on" structure: Ramp Interstate 196,  Year Built: 1965,  Status: Open,  Structure Length: 8.88m (29.13ft),  Average Daily Traffic: 1,400 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,610 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-196 EB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.359,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.3m (135.5ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.8 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.87m (29.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $152,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $93,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 4833,  Location: NE LIMITS OF GRANDVILLE (Lat: 42.927342,  Lng: -85.744236),  Route carried "on" structure: Interstate 196,  Year Built: 1965,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 47,200 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 52,150 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SERVICE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.136,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: 40,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 43.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 4834,  Location: NE LIMITS OF GRANDVILLE (Lat: 42.927703,  Lng: -85.744253),  Route carried "on" structure: Interstate 196,  Year Built: 1965,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 47,200 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 52,150 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SERVICE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.209,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: 40,  Subroute: 9),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.0m (32.8ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 68.4 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: Equal to 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 4836,  Location: IN GRANDVILLE (Lat: 42.885008,  Lng: -85.777000),  Route carried "on" structure: County highway 2001,  Year Built: 1972,  Status: Open,  Structure Length: 7.31m (23.98ft),  Average Daily Traffic: 24,200 (year 1988),  Average Future Daily Traffic: 22,000 (year 2010),  Design Load: H 20,  Features Intersected: I-196,  Facility Carried by Structure: 44TH ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.422,  Lanes on structure: 6,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.5m (119.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 27.0m (88.6ft),  Out-to-Out Width: 28.2m (92.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 84.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 4837,  Location: IN GRANDVILLE (Lat: 42.899756,  Lng: -85.781133),  Route carried "on" structure: Interstate 196,  Year Built: 1972,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 3.56m (11.68ft),  Average Daily Traffic: 22,832 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 57,000 (year 2025),  Design Load: HS 20,  Features Intersected: 36TH ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.630,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 40,  Subroute: 9),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.9m (58.7ft),  Curb-To-Curb Width: 14.7m (48.2ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 4838,  Location: IN GRANDVILLE (Lat: 42.899739,  Lng: -85.780700),  Route carried "on" structure: Interstate 196,  Year Built: 1972,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 3.55m (11.65ft),  Average Daily Traffic: 22,832 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 57,000 (year 2025),  Design Load: HS 20,  Features Intersected: 36TH ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.678,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 40,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.9m (58.7ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 4862,  Location: IN GRANDVILLE (Lat: 42.914900,  Lng: -85.766492),  Route carried "on" structure: State highway 11,  Year Built: 1930,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 16.76m (54.99ft),  Average Daily Traffic: 21,410 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 30,419 (year 2018),  Design Load: H 15,  Features Intersected: GRAND RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.585,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 40,  Subroute: 8),  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Navigation Control: Yes ( Vertical Clearance: 0.3m (1.0ft), Horizontal Clearance: 20.0m (65.6ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 75.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 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: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2021,  Underwater Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 4863,  Location: IN GRANDVILLE (Lat: 42.913578,  Lng: -85.750619),  Route carried "on" structure: State highway 11,  Year Built: 1936,  Status: Open,  Structure Length: 8.46m (27.76ft),  Average Daily Traffic: 22,500 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 25,875 (year 2033),  Design Load: H 15,  Features Intersected: CSX RR & CHICAGO DR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 12.008,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 40,  Subroute: 8),  Owner: State Highway Agency,  Approaching Roadway Width: 15.0m (49.2ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.6m (87.3ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 66.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 5099,  Location: 0.98 MI S OF CHICAGO DR (Lat: 42.902483,  Lng: -85.762692),  Route carried "on" structure: County highway 2001,  Year Built: 1966,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 10,800 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,000 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: BUCK CREEK,  Facility Carried by Structure: WILSON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.909,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  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 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: Bituminous

Find on map >>   Show street view

Structure Number: 5218,  Location: 0.37 MI S OF CHICAGO DRV (Lat: 42.903758,  Lng: -85.772211),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 12,000 (year 2001),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,000 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: BUCK CREEK,  Facility Carried by Structure: CANAL AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.472,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 54.6 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: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 5219,  Location: 0.12 MI S OF 34TH ST (Lat: 42.902108,  Lng: -85.743853),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 10,300 (year 2003),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,400 (year 2023),  Design Load: HS 20+Mod,  Features Intersected: BUCK CREEK,  Facility Carried by Structure: IVANREST AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.370,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  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: 16.4m (53.8ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 56.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 37.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

Find on map >>   Show street view

Structure Number: 522,  Location: IN GRANDVILLE (Lat: 42.905822,  Lng: -85.774922),  Route carried "on" structure: City street ,  Year Built: 1933,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 24,000 (year 2004),  Truck Traffic: 8%,  Average Future Daily Traffic: 31,200 (year 2024),  Design Load: HS 20+Mod,  Features Intersected: BUCK CR,  Facility Carried by Structure: CHICAGO DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.570,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.2m (43.3ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 50.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 30.1 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to 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: Bituminous

Find on map >>   Show street view

Structure Number: 8847,  Location: SECTION 25 GEORGETOWN TWP (Lat: 42.883347,  Lng: -85.786856),  Route carried "on" structure: County highway 2001,  Year Built: 1986,  Status: Open,  Structure Length: 2.31m (7.58ft),  Average Daily Traffic: 24,050 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 43,450 (year 2040),  Design Load: HS 20,  Features Intersected: E BRANCH - RUSH CREEK,  Facility Carried by Structure: 44TH STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.158,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 75,  Subroute: 4),  Owner: County Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.5m (37.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 77.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 46.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 13321,  Location: N/ I-196, M-21 (Lat: 42.907278,  Lng: -85.780889),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 10 (year 2006),  Average Future Daily Traffic: 100 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: RUSH CREEK,  Facility Carried by Structure: WASTE TRTMT DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.179,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  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: 41.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable 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: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 13322,  Location: I-196, M-21 INTERCHANGE (Lat: 42.906306,  Lng: -85.780847),  Route carried "on" structure: Ramp Interstate 196,  Year Built: 2007,  Status: Open,  Structure Length: 2.51m (8.23ft),  Truck Traffic: 2%,  Average Future Daily Traffic: 20,000 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: RUSH CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.251,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 13323,  Location: I-196, M-21 INTERCHANGE (Lat: 42.908281,  Lng: -85.775133),  Route carried "on" structure: Ramp Interstate 196,  Year Built: 2007,  Status: Open,  Structure Length: 4.11m (13.48ft),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,098 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: BUCK CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.457,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.3m (128.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 94.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 4803,  Location: IN GRANDVILLE (Lat: 42.906650,  Lng: -85.777817),  Route carried "under" structure: Ramp Interstate 196,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 2,500 (year 1995),  Features Intersected: CSX RR & I-196 RMP
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 0.224,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 52.6m (172.6ft)

Find on map >>   Show street view

Structure Number: 4812,  Location: IN GRANDVILLE (Lat: 42.904908,  Lng: -85.779839),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 23,100 (year 1988),  Features Intersected: CHICAGO DRIVE,  Facility Carried by Structure: I-196 EB
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.192,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.2m (122.0ft)

Find on map >>   Show street view

Structure Number: 4813,  Location: IN GRANDVILLE (Lat: 42.904714,  Lng: -85.780908),  Route carried "under" structure: City street ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 9,400 (year 1988),  Features Intersected: CHICAGO DRIVE,  Facility Carried by Structure: I-196 WB
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 0.101,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.4m (112.9ft)

Find on map >>   Show street view

Structure Number: 4814,  Location: IN GRANDVILLE (Lat: 42.914442,  Lng: -85.765356),  Route carried "under" structure: State highway 11,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 20,290 (year 2012),  Truck Traffic: 4%,  Features Intersected: M-11,  Facility Carried by Structure: I-196 WB
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 10.809,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.8m (91.2ft)

Find on map >>   Show street view

Structure Number: 4815,  Location: IN GRANDVILLE (M-11 28TH (Lat: 42.914292,  Lng: -85.765044),  Route carried "under" structure: State highway 11,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 20,290 (year 2012),  Truck Traffic: 4%,  Features Intersected: M-11,  Facility Carried by Structure: I-196 EB
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 10.839,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.8m (91.2ft)

Find on map >>   Show street view

Structure Number: 4816,  Location: IN GRANDVILLE (I-196 EB) (Lat: 42.917175,  Lng: -85.762547),  Route carried "under" structure: Interstate 196,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 26,625 (year 2007),  Truck Traffic: 9%,  Features Intersected: I-196 EB
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 5.250,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.3m (135.5ft)

Find on map >>   Show street view

Structure Number: 4833,  Location: NE LIMITS OF GRANDVILLE (Lat: 42.927342,  Lng: -85.744236),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 1988),  Features Intersected: SERVICE RD,  Facility Carried by Structure: I-196 EB M-21
Minimum Vertical Clearance: 3.23m (10.60ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 9.7m (31.8ft)

Find on map >>   Show street view

Structure Number: 4834,  Location: NE LIMITS OF GRANDVILLE (Lat: 42.927703,  Lng: -85.744253),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 1988),  Features Intersected: SERVICE RD,  Facility Carried by Structure: I-196 WB M-21
Minimum Vertical Clearance: 3.58m (11.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 10.0m (32.8ft)

Find on map >>   Show street view

Structure Number: 4836,  Location: IN GRANDVILLE (Lat: 42.885008,  Lng: -85.777000),  Route carried "under" structure: Interstate 196,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 45,664 (year 2007),  Truck Traffic: 10%,  Features Intersected: I-196,  Facility Carried by Structure: 44TH ST
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 1.007,  Lanes on structure: 6,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.5m (119.8ft)

Find on map >>   Show street view

Structure Number: 4837,  Location: IN GRANDVILLE (Lat: 42.899756,  Lng: -85.781133),  Route carried "under" structure: City street ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 2,200 (year 1988),  Features Intersected: 36TH ST,  Facility Carried by Structure: I-196 WB
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 0.076,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.9m (58.7ft)

Find on map >>   Show street view

Structure Number: 4838,  Location: IN GRANDVILLE (Lat: 42.899739,  Lng: -85.780700),  Route carried "under" structure: City street ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 2,200 (year 1988),  Features Intersected: 36TH ST,  Facility Carried by Structure: I-196 EB
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 0.111,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.9m (58.7ft)

Find on map >>   Show street view

Structure Number: 4863,  Location: IN GRANDVILLE (Lat: 42.913578,  Lng: -85.750619),  Route carried "under" structure: City street 21,  Year Built: 1936,  Structure Length: 0. m,  Average Daily Traffic: 18,200 (year 1991),  Truck Traffic: 1%,  Features Intersected: CSX RR & CHICAGO DR,  Facility Carried by Structure: M-11
Minimum Vertical Clearance: 6.40m (21.00ft),  Kilometerpoint: 2.686,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.6m (87.3ft)