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

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Structure Number: 3103023000B04,  Location: IN PLAINWELL (Lat: 42.443308,  Lng: -85.642986),  Route carried "on" structure: State highway 89,  Year Built: 1928,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 1.64m (5.38ft),  Average Daily Traffic: 12,179 (year 2003),  Truck Traffic: 8%,  Average Future Daily Traffic: 14,554 (year 2018),  Design Load: HS 20,  Features Intersected: KALAMAZOO R MILL RACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.097,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 78,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.4m (17.7ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 60.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2007,  Underwater Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3103024000B01,  Location: IN PLAINWELL (Lat: 42.442814,  Lng: -85.636364),  Route carried "on" structure: State highway 89,  Year Built: 2003,  Status: Open,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 12,155 (year 2003),  Truck Traffic: 8%,  Average Future Daily Traffic: 15,437 (year 2018),  Design Load: HS 25,  Features Intersected: KALAMAZOO R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.827,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 78,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 40.9 metric tons,  Inventory Rating: 40.9 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3103111000S023,  Location: AT W LTS OF PLAINWELL (Lat: 42.449239,  Lng: -85.656094),  Route carried "on" structure: State highway 89,  Year Built: 1960,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 19,345 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 23,117 (year 2018),  Design Load: HS 20,  Features Intersected: US-131
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.861,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 78,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.25m (20.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3103111000S024,  Location: AT W LTS OF PLAINWELL (Lat: 42.449319,  Lng: -85.656358),  Route carried "on" structure: State highway 89,  Year Built: 1960,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 26,828 (year 2003),  Truck Traffic: 6%,  Average Future Daily Traffic: 31,255 (year 2018),  Design Load: HS 20,  Features Intersected: US-131
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.837,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 78,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 76.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.25m (20.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 34539200005B01,  Location: IN PLAINWELL (Lat: 42.440022,  Lng: -85.645797),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 533 (year 2003),  Average Future Daily Traffic: 577 (year 2023),  Design Load: HS 20+Mod,  Features Intersected: KALAMAZOO RIVER MILL BR,  Facility Carried by Structure: HILL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.398,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.5m (14.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 43.6 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007

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Structure Number: 34539200010B01,  Location: IN PLAINWELL (Lat: 42.442753,  Lng: -85.644372),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Open,  Structure Length: 2.43m (7.97ft),  Average Daily Traffic: 533 (year 2003),  Average Future Daily Traffic: 607 (year 2023),  Design Load: HS 20+Mod,  Features Intersected: KALAMAZOO RIVER MILL BR,  Facility Carried by Structure: BRIDGE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.168,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.5m (14.8ft),  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: 12.8m (42.0ft)

Condition: Channel: Fair,  Culverts: Poor,  Operating Rating: 43.6 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.20m (3.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007

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Structure Number: 34539200016B01,  Location: IN PLAINWELL (Lat: 42.435919,  Lng: -85.641758),  Route carried "on" structure: County highway 385,  Year Built: 1975,  Status: Open,  Structure Length: 1.82m (5.97ft),  Average Daily Traffic: 1,133 (year 2003),  Average Future Daily Traffic: 1,800 (year 2023),  Design Load: HS 20+Mod,  Features Intersected: KALAMAZOO RIVER MILL BR,  Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.065,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.5m (14.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 43.6 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007

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Structure Number: 34539200033B01,  Location: IN PLAINWELL (Lat: 42.445214,  Lng: -85.641853),  Route carried "on" structure: County highway 385,  Year Built: 1992,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 8,133 (year 2003),  Average Future Daily Traffic: 11,700 (year 2023),  Design Load: HS 20,  Features Intersected: KALAMAZOO RIVER,  Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.137,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.2m (59.7ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 79.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3103111000S023,  Location: AT W LTS OF PLAINWELL (Lat: 42.449239,  Lng: -85.656094),  Route carried "under" structure: US 131,  Year Built: 1960,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 27,596 (year 2003),  Truck Traffic: 15%,  Features Intersected: US-131,  Facility Carried by Structure: M-89 EB
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 3.207,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 3103111000S024,  Location: AT W LTS OF PLAINWELL (Lat: 42.449319,  Lng: -85.656358),  Route carried "under" structure: US 131,  Year Built: 1960,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 27,596 (year 2003),  Truck Traffic: 15%,  Features Intersected: US-131,  Facility Carried by Structure: M-89 WB
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 3.217,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)