Bridge Statistics for Plainwell, Michigan (MI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 27Number of bridges
- 295ft / 90.0mTotal length
- $150,000Total costs
- 375,177Total average daily traffic
- 41,309Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Plainwell
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 21950-1959
- 131960-1969
- 41970-1979
- 21980-1989
- 21990-1999
- 12000-2009
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 31990-1999
- 22000-2009
- Bridge Condition - Deck
- 11.8%Very good
- 35.3%Good
- 41.2%Satisfactory
- 11.8%Fair
- Bridge Condition - Superstructure
- 5.9%Very good
- 23.5%Good
- 29.4%Satisfactory
- 41.2%Fair
- Bridge Condition - Substructure
- 5.9%Very good
- 29.4%Good
- 47.1%Satisfactory
- 11.8%Fair
- 5.9%Poor
- Bridge Condition - Channel
- 53.3%Satisfactory
- 46.7%Fair
- Bridge Condition - Culverts
- 25.0%Good
- 75.0%Fair
Find on map >> Show street view
Structure Number: 15, Location: 3.00 MI S OF MIKADO (Lat: 44.550558, Lng: -83.422078), Route carried "on" structure: County highway 167, Year Built: 1956, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 2,430 (year 2003), Truck Traffic: 8%, Average Future Daily Traffic: 3,280 (year 2023), Design Load: H 20, Features Intersected: PINE RIVER, Facility Carried by Structure: COUNTY HWY F41
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 4.337, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 48.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 15, Location: 3.00 MI S OF MIKADO (Lat: 44.550558, Lng: -83.422078), Route carried "on" structure: County highway 167, Year Built: 1956, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 2,430 (year 2003), Truck Traffic: 8%, Average Future Daily Traffic: 3,280 (year 2023), Design Load: H 20, Features Intersected: PINE RIVER, Facility Carried by Structure: COUNTY HWY F41
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 4.337, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 48.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 92, Location: IN PLAINWELL (Lat: 42.443308, Lng: -85.642986), Route carried "on" structure: State highway 89, Year Built: 2012, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 21,300 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 24,750 (year 2032), Design Load: Greater than HL93, Features Intersected: KALAMAZOO RIV MILL RACE
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 21.098, 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: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.0m (52.5ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 69.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 50.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 92, Location: IN PLAINWELL (Lat: 42.443308, Lng: -85.642986), Route carried "on" structure: State highway 89, Year Built: 2012, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 21,300 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 24,750 (year 2032), Design Load: Greater than HL93, Features Intersected: KALAMAZOO RIV MILL RACE
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 21.098, 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: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.0m (52.5ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 69.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 50.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 94, 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: 10,501 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 15,437 (year 2018), Design Load: HS 25 or greater, Features Intersected: KALAMAZOO RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 72.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.4 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 94, 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: 10,501 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 15,437 (year 2018), Design Load: HS 25 or greater, Features Intersected: KALAMAZOO RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 72.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.4 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 142, Location: 0.5 MI N OF PLAINWELL (Lat: 42.454911, Lng: -85.653458), Route carried "on" structure: US 131, Year Built: 1996, Status: Open, Structure Length: 12.19m (39.99ft), Average Daily Traffic: 27,941 (year 2012), Truck Traffic: 10%, Average Future Daily Traffic: 20,007 (year 2018), Design Load: HS 20, Features Intersected: KALAMAZOO RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.874, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 78, Subroute: 6), Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 40.2m (131.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 66.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 142, Location: 0.5 MI N OF PLAINWELL (Lat: 42.454911, Lng: -85.653458), Route carried "on" structure: US 131, Year Built: 1996, Status: Open, Structure Length: 12.19m (39.99ft), Average Daily Traffic: 27,941 (year 2012), Truck Traffic: 10%, Average Future Daily Traffic: 20,007 (year 2018), Design Load: HS 20, Features Intersected: KALAMAZOO RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.874, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 78, Subroute: 6), Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 40.2m (131.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 66.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 144, Location: 1.5 MI N OF PLAINWELL (Lat: 42.468339, Lng: -85.652781), Route carried "on" structure: US 131, Year Built: 1960, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 14,700 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 17,950 (year 2033), Design Load: HS 20, Features Intersected: GUN RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 5.375, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 78, Subroute: 6), Owner: State Highway Agency, Approaching Roadway Width: 13.8m (45.3ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.5m (60.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 74.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 144, Location: 1.5 MI N OF PLAINWELL (Lat: 42.468339, Lng: -85.652781), Route carried "on" structure: US 131, Year Built: 1960, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 14,700 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 17,950 (year 2033), Design Load: HS 20, Features Intersected: GUN RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 5.375, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 78, Subroute: 6), Owner: State Highway Agency, Approaching Roadway Width: 13.8m (45.3ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.5m (60.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 74.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Find on map >> Show street view
Structure Number: 146, Location: 0.5 MI N OF PLAINWELL (Lat: 42.458086, Lng: -85.652478), Route carried "on" structure: US 131, Year Built: 1960, Year Reconstructed: 1996, Status: Open, Structure Length: 5.53m (18.14ft), Average Daily Traffic: 27,941 (year 2012), Truck Traffic: 10%, Average Future Daily Traffic: 20,007 (year 2018), Design Load: HS 20, Features Intersected: GRAND ELK RR
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 4.236, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 78, Subroute: 6), Owner: State Highway Agency, Approaching Roadway Width: 13.8m (45.3ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.2m (59.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable 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: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 146, Location: 0.5 MI N OF PLAINWELL (Lat: 42.458086, Lng: -85.652478), Route carried "on" structure: US 131, Year Built: 1960, Year Reconstructed: 1996, Status: Open, Structure Length: 5.53m (18.14ft), Average Daily Traffic: 27,941 (year 2012), Truck Traffic: 10%, Average Future Daily Traffic: 20,007 (year 2018), Design Load: HS 20, Features Intersected: GRAND ELK RR
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 4.236, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 78, Subroute: 6), Owner: State Highway Agency, Approaching Roadway Width: 13.8m (45.3ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.2m (59.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable 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: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 147, Location: 0.5 MI N OF PLAINWELL (Lat: 42.458319, Lng: -85.652717), Route carried "on" structure: US 131, Year Built: 1960, Year Reconstructed: 1996, Status: Open, Structure Length: 5.53m (18.14ft), Average Daily Traffic: 27,941 (year 2012), Truck Traffic: 10%, Average Future Daily Traffic: 20,007 (year 2018), Design Load: HS 20, Features Intersected: GRAND ELK RR
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 4.263, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 78, Subroute: 5), Owner: State Highway Agency, Approaching Roadway Width: 12.9m (42.3ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.2m (59.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, 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: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 147, Location: 0.5 MI N OF PLAINWELL (Lat: 42.458319, Lng: -85.652717), Route carried "on" structure: US 131, Year Built: 1960, Year Reconstructed: 1996, Status: Open, Structure Length: 5.53m (18.14ft), Average Daily Traffic: 27,941 (year 2012), Truck Traffic: 10%, Average Future Daily Traffic: 20,007 (year 2018), Design Load: HS 20, Features Intersected: GRAND ELK RR
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 4.263, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 78, Subroute: 5), Owner: State Highway Agency, Approaching Roadway Width: 12.9m (42.3ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.2m (59.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, 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: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 148, Location: 1.0 MI SW OF PLAINWELL (Lat: 42.435408, Lng: -85.660778), Route carried "on" structure: County highway 306, Year Built: 1962, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 6,092 (year 1994), Truck Traffic: 3%, Average Future Daily Traffic: 910 (year 1977), Design Load: H 15, Features Intersected: US-131, Facility Carried by Structure: 102 ND AVE
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 7.480, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 8.4m (27.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, 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: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 148, Location: 1.0 MI SW OF PLAINWELL (Lat: 42.435408, Lng: -85.660778), Route carried "on" structure: County highway 306, Year Built: 1962, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 6,092 (year 1994), Truck Traffic: 3%, Average Future Daily Traffic: 910 (year 1977), Design Load: H 15, Features Intersected: US-131, Facility Carried by Structure: 102 ND AVE
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 7.480, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 8.4m (27.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, 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: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 149, Location: AT W LTS OF PLAINWELL (Lat: 42.449239, Lng: -85.656094), Route carried "on" structure: State highway 89, Year Built: 1960, Year Reconstructed: 2012, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 13,900 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 16,100 (year 2032), Design Load: HS 20, Features Intersected: US-131
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 19.862, 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: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 70.0 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 149, Location: AT W LTS OF PLAINWELL (Lat: 42.449239, Lng: -85.656094), Route carried "on" structure: State highway 89, Year Built: 1960, Year Reconstructed: 2012, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 13,900 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 16,100 (year 2032), Design Load: HS 20, Features Intersected: US-131
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 19.862, 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: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 70.0 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Find on map >> Show street view
Structure Number: 15, Location: AT W LTS OF PLAINWELL (Lat: 42.449319, Lng: -85.656358), Route carried "on" structure: State highway 89, Year Built: 1960, Year Reconstructed: 2012, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 13,900 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 16,100 (year 2032), Design Load: HS 20, Features Intersected: US-131
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 19.862, 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), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.2m (53.1ft)
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: 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: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 15, Location: AT W LTS OF PLAINWELL (Lat: 42.449319, Lng: -85.656358), Route carried "on" structure: State highway 89, Year Built: 1960, Year Reconstructed: 2012, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 13,900 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 16,100 (year 2032), Design Load: HS 20, Features Intersected: US-131
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 19.862, 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), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.2m (53.1ft)
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: 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: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Find on map >> Show street view
Structure Number: 206, Location: GUN PLAIN TWP SEC 17, 18 (Lat: 42.474725, Lng: -85.641833), Route carried "on" structure: County highway 385, Year Built: 1927, Year Reconstructed: 1995, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 2,832 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 4,208 (year 2036), Design Load: HS 20, Features Intersected: GUN RIVER, Facility Carried by Structure: 10TH STREET
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 6.352, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 70.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 41.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 206, Location: GUN PLAIN TWP SEC 17, 18 (Lat: 42.474725, Lng: -85.641833), Route carried "on" structure: County highway 385, Year Built: 1927, Year Reconstructed: 1995, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 2,832 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 4,208 (year 2036), Design Load: HS 20, Features Intersected: GUN RIVER, Facility Carried by Structure: 10TH STREET
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 6.352, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 70.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 41.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 248, Location: GUN PLAIN TWP SEC 18 (Lat: 42.471689, Lng: -85.650819), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 200 (year 2002), Truck Traffic: 7%, Average Future Daily Traffic: 400 (year 2022), Design Load: HS 20+Mod, Features Intersected: GUN RIVER, Facility Carried by Structure: 107TH AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.134, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 17.9m (58.7ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 248, Location: GUN PLAIN TWP SEC 18 (Lat: 42.471689, Lng: -85.650819), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 200 (year 2002), Truck Traffic: 7%, Average Future Daily Traffic: 400 (year 2022), Design Load: HS 20+Mod, Features Intersected: GUN RIVER, Facility Carried by Structure: 107TH AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.134, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 17.9m (58.7ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Find on map >> Show street view
Structure Number: 25, Location: APPROX 0.4 MI N OF 106TH (Lat: 42.470533, Lng: -85.656622), Route carried "on" structure: County highway , Year Built: 1958, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 1,073 (year 2002), Truck Traffic: 7%, Average Future Daily Traffic: 2,146 (year 2022), Design Load: HS 20+Mod, Features Intersected: GUN RIVER, Facility Carried by Structure: 11TH STREET
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.993, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 82.6 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 25, Location: APPROX 0.4 MI N OF 106TH (Lat: 42.470533, Lng: -85.656622), Route carried "on" structure: County highway , Year Built: 1958, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 1,073 (year 2002), Truck Traffic: 7%, Average Future Daily Traffic: 2,146 (year 2022), Design Load: HS 20+Mod, Features Intersected: GUN RIVER, Facility Carried by Structure: 11TH STREET
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.993, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 82.6 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 251, Location: GUN PLAIN TWP SEC 17 (Lat: 42.474411, Lng: -85.627753), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 1.69m (5.54ft), Average Daily Traffic: 268 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 398 (year 2033), Design Load: HS 20+Mod, Features Intersected: GUN RIVER, Facility Carried by Structure: 9TH STREET
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.083, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.9m (29.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.9m (55.4ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 251, Location: GUN PLAIN TWP SEC 17 (Lat: 42.474411, Lng: -85.627753), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 1.69m (5.54ft), Average Daily Traffic: 268 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 398 (year 2033), Design Load: HS 20+Mod, Features Intersected: GUN RIVER, Facility Carried by Structure: 9TH STREET
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.083, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.9m (29.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.9m (55.4ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 252, Location: APPROX 0.75 MI N OF 106TH (Lat: 42.477781, Lng: -85.612389), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 1.63m (5.35ft), Average Daily Traffic: 250 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 370 (year 2033), Design Load: HS 20+Mod, Features Intersected: GUN RIVER, Facility Carried by Structure: 7TH STREET
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.447, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.7m (28.5ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.3m (53.5ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 252, Location: APPROX 0.75 MI N OF 106TH (Lat: 42.477781, Lng: -85.612389), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 1.63m (5.35ft), Average Daily Traffic: 250 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 370 (year 2033), Design Load: HS 20+Mod, Features Intersected: GUN RIVER, Facility Carried by Structure: 7TH STREET
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.447, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.7m (28.5ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.3m (53.5ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Find on map >> Show street view
Structure Number: 322, 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: H 20, Features Intersected: KALAMAZOO RIVER MILL BR, Facility Carried by Structure: HILL STREET
Minimum Vertical Clearance: 30.48m (100.00ft), 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: Fair, Culverts: Fair, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.4 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: 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: August 2021
Structure Number: 322, 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: H 20, Features Intersected: KALAMAZOO RIVER MILL BR, Facility Carried by Structure: HILL STREET
Minimum Vertical Clearance: 30.48m (100.00ft), 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: Fair, Culverts: Fair, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.4 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: 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: August 2021
Find on map >> Show street view
Structure Number: 323, Location: IN PLAINWELL (Lat: 42.442753, Lng: -85.644372), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 1.82m (5.97ft), Average Daily Traffic: 533 (year 2003), Average Future Daily Traffic: 607 (year 2023), Design Load: H 20, Features Intersected: KALAMAZOO RIVER MILL BR, Facility Carried by Structure: BRIDGE STREET
Minimum Vertical Clearance: 30.48m (100.00ft), 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: Fair, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.4 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: 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: August 2021, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $50,000, Total Project Cost: $150,000
Structure Number: 323, Location: IN PLAINWELL (Lat: 42.442753, Lng: -85.644372), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 1.82m (5.97ft), Average Daily Traffic: 533 (year 2003), Average Future Daily Traffic: 607 (year 2023), Design Load: H 20, Features Intersected: KALAMAZOO RIVER MILL BR, Facility Carried by Structure: BRIDGE STREET
Minimum Vertical Clearance: 30.48m (100.00ft), 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: Fair, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.4 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: 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: August 2021, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $50,000, Total Project Cost: $150,000
Find on map >> Show street view
Structure Number: 324, Location: IN PLAINWELL (Lat: 42.435919, Lng: -85.641758), Route carried "on" structure: County highway 385, Year Built: 1975, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 1,133 (year 2003), Average Future Daily Traffic: 1,800 (year 2023), Design Load: H 20, Features Intersected: KALAMAZOO RIVER MILL BR, Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.063, 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: Fair, 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: 89.4 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: 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: August 2021
Structure Number: 324, Location: IN PLAINWELL (Lat: 42.435919, Lng: -85.641758), Route carried "on" structure: County highway 385, Year Built: 1975, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 1,133 (year 2003), Average Future Daily Traffic: 1,800 (year 2023), Design Load: H 20, Features Intersected: KALAMAZOO RIVER MILL BR, Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.063, 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: Fair, 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: 89.4 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: 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: August 2021
Find on map >> Show street view
Structure Number: 325, 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: 30.48m (100.00ft), 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: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: 44.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 325, 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: 30.48m (100.00ft), 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: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: 44.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: August 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: 4567, Location: 1.0 MI S OF ALLEGAN COL (Lat: 42.405183, Lng: -85.659761), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 736 (year 1995), Truck Traffic: 3%, Average Future Daily Traffic: 1,000 (year 2015), Design Load: H 15, Features Intersected: US-131, Facility Carried by Structure: B AVE
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 7.097, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 6.3m (20.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, 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: 34.0 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4567, Location: 1.0 MI S OF ALLEGAN COL (Lat: 42.405183, Lng: -85.659761), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 736 (year 1995), Truck Traffic: 3%, Average Future Daily Traffic: 1,000 (year 2015), Design Load: H 15, Features Intersected: US-131, Facility Carried by Structure: B AVE
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 7.097, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 6.3m (20.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, 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: 34.0 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 13558, Location: GUN PLAIN TWP SEC 34&35 (Lat: 42.426750, Lng: -85.584222), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 2,024 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 3,656 (year 2029), Design Load: HL 93, Features Intersected: SILVER CREEK, Facility Carried by Structure: RIVERVIEW DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.511, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.2m (23.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 13558, Location: GUN PLAIN TWP SEC 34&35 (Lat: 42.426750, Lng: -85.584222), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 2,024 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 3,656 (year 2029), Design Load: HL 93, Features Intersected: SILVER CREEK, Facility Carried by Structure: RIVERVIEW DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.511, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.2m (23.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 148, Location: 1.0 MI SW OF PLAINWELL (Lat: 42.435408, Lng: -85.660778), Route carried "under" structure: US 131, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 35,250 (year 2007), Truck Traffic: 13%, Features Intersected: US-131, Facility Carried by Structure: 102 ND AVE
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 1.613, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.5m (70.5ft)
Structure Number: 148, Location: 1.0 MI SW OF PLAINWELL (Lat: 42.435408, Lng: -85.660778), Route carried "under" structure: US 131, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 35,250 (year 2007), Truck Traffic: 13%, Features Intersected: US-131, Facility Carried by Structure: 102 ND AVE
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 1.613, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.5m (70.5ft)
Find on map >> Show street view
Structure Number: 149, Location: AT W LTS OF PLAINWELL (Lat: 42.449239, Lng: -85.656094), Route carried "under" structure: US 131, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 35,250 (year 2007), Truck Traffic: 15%, Features Intersected: US-131, Facility Carried by Structure: M-89 EB
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 3.208, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft)
Structure Number: 149, Location: AT W LTS OF PLAINWELL (Lat: 42.449239, Lng: -85.656094), Route carried "under" structure: US 131, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 35,250 (year 2007), Truck Traffic: 15%, Features Intersected: US-131, Facility Carried by Structure: M-89 EB
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 3.208, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft)
Find on map >> Show street view
Structure Number: 15, Location: AT W LTS OF PLAINWELL (Lat: 42.449319, Lng: -85.656358), Route carried "under" structure: US 131, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 35,250 (year 2007), Truck Traffic: 15%, Features Intersected: US-131, Facility Carried by Structure: M-89 WB
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 3.208, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft)
Structure Number: 15, Location: AT W LTS OF PLAINWELL (Lat: 42.449319, Lng: -85.656358), Route carried "under" structure: US 131, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 35,250 (year 2007), Truck Traffic: 15%, Features Intersected: US-131, Facility Carried by Structure: M-89 WB
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 3.208, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft)
Find on map >> Show street view
Structure Number: 151, Location: 1.0 MI NW OF PLAINWELL (Lat: 42.464403, Lng: -85.652575), Route carried "under" structure: US 131, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 24,908 (year 2007), Truck Traffic: 14%, Features Intersected: US-131, Facility Carried by Structure: 106 TH AVE
Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 4.938, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.7m (58.1ft)
Structure Number: 151, Location: 1.0 MI NW OF PLAINWELL (Lat: 42.464403, Lng: -85.652575), Route carried "under" structure: US 131, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 24,908 (year 2007), Truck Traffic: 14%, Features Intersected: US-131, Facility Carried by Structure: 106 TH AVE
Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 4.938, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.7m (58.1ft)
Find on map >> Show street view
Structure Number: 152, Location: 3.0 MI N OF PLAINWELL (Lat: 42.493472, Lng: -85.651650), Route carried "under" structure: US 131, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 24,908 (year 2007), Truck Traffic: 14%, Features Intersected: US-131, Facility Carried by Structure: 110 TH AVE
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 8.171, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.9m (58.7ft)
Structure Number: 152, Location: 3.0 MI N OF PLAINWELL (Lat: 42.493472, Lng: -85.651650), Route carried "under" structure: US 131, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 24,908 (year 2007), Truck Traffic: 14%, Features Intersected: US-131, Facility Carried by Structure: 110 TH AVE
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 8.171, Lanes on structure: 2, Lanes under structure: 4, 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: 4567, Location: 1.0 MI S OF ALLEGAN COL (Lat: 42.405183, Lng: -85.659761), Route carried "under" structure: US 131, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 35,250 (year 2007), Truck Traffic: 13%, Features Intersected: US-131, Facility Carried by Structure: B AVE
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 37.942, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)
Structure Number: 4567, Location: 1.0 MI S OF ALLEGAN COL (Lat: 42.405183, Lng: -85.659761), Route carried "under" structure: US 131, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 35,250 (year 2007), Truck Traffic: 13%, Features Intersected: US-131, Facility Carried by Structure: B AVE
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 37.942, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)