Bridge Statistics for St. Joseph, Michigan (MI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 328ft / 99.7mTotal length
- $327,000Total costs
- 112,798Total average daily traffic
- 8,519Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for St. Joseph
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 11950-1959
- 11960-1969
- 61970-1979
- 11980-1989
- 11990-1999
- 32000-2009
- Reconstructed bridges - Historical Statistics
- 31990-1999
- 12000-2009
- Bridge Condition - Deck
- 27.3%Good
- 54.5%Satisfactory
- 9.1%Fair
- 9.1%Poor
- Bridge Condition - Superstructure
- 27.3%Very good
- 9.1%Good
- 27.3%Satisfactory
- 27.3%Fair
- 9.1%Poor
- Bridge Condition - Substructure
- 63.6%Good
- 18.2%Satisfactory
- 18.2%Fair
- Bridge Condition - Channel
- 37.5%Good
- 25.0%Satisfactory
- 25.0%Fair
- 12.5%Poor
Find on map >> Show street view
Structure Number: 775, Location: 2.2 MI S OF ST JOSEPH (Lat: 42.085683, Lng: -86.498539), Route carried "on" structure: Business Interstate 94, Year Built: 1975, Status: Open, Structure Length: 3.68m (12.07ft), Average Daily Traffic: 10,472 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 10,701 (year 2018), Design Load: HS 20, Features Intersected: CSX RR
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 6.656, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 136, Subroute: 5), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), 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: 16.8m (55.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 44.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.69m (12.11ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: August 2020, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $163,000, Roadway Improvement Cost: $3,000, Total Project Cost: $34,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 775, Location: 2.2 MI S OF ST JOSEPH (Lat: 42.085683, Lng: -86.498539), Route carried "on" structure: Business Interstate 94, Year Built: 1975, Status: Open, Structure Length: 3.68m (12.07ft), Average Daily Traffic: 10,472 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 10,701 (year 2018), Design Load: HS 20, Features Intersected: CSX RR
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 6.656, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 136, Subroute: 5), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), 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: 16.8m (55.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 44.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.69m (12.11ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: August 2020, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $163,000, Roadway Improvement Cost: $3,000, Total Project Cost: $34,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 777, Location: 0.2 MI W OF BICENTENNIAL (Lat: 42.109617, Lng: -86.474392), Route carried "on" structure: Business Interstate 94, Year Built: 1976, Status: Open, Structure Length: 15.45m (50.69ft), Average Daily Traffic: 10,522 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 11,467 (year 2018), Design Load: HS 25 or greater, Features Intersected: MORRISON CHNL, INDUS AVE
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.768, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 136, Subroute: 3), Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 22 degrees, Navigation Control: Yes ( Vertical Clearance: 0.3m (1.0ft), Horizontal Clearance: 23.0m (75.5ft)), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 22.1m (72.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 61.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.46m (50.72ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: June 2017, Bridge Improvement Cost: $498,000, Roadway Improvement Cost: $25,000, Total Project Cost: $293,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 777, Location: 0.2 MI W OF BICENTENNIAL (Lat: 42.109617, Lng: -86.474392), Route carried "on" structure: Business Interstate 94, Year Built: 1976, Status: Open, Structure Length: 15.45m (50.69ft), Average Daily Traffic: 10,522 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 11,467 (year 2018), Design Load: HS 25 or greater, Features Intersected: MORRISON CHNL, INDUS AVE
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.768, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 136, Subroute: 3), Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 22 degrees, Navigation Control: Yes ( Vertical Clearance: 0.3m (1.0ft), Horizontal Clearance: 23.0m (75.5ft)), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 22.1m (72.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 61.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.46m (50.72ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: June 2017, Bridge Improvement Cost: $498,000, Roadway Improvement Cost: $25,000, Total Project Cost: $293,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 778, Location: 0.3 MI W OF RIVERVIEW (Lat: 42.112072, Lng: -86.470383), Route carried "on" structure: Business Interstate 94, Year Built: 1976, Year Reconstructed: 2002, Status: Open, Structure Length: 17.40m (57.09ft), Average Daily Traffic: 10,522 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 11,467 (year 2018), Design Load: HS 25 or greater, Features Intersected: ST JOSEPH RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.197, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 136, Subroute: 3), Owner: State Highway Agency, Approaching Roadway Width: 17.0m (55.8ft), Skew: 30 degrees, Navigation Control: Yes ( Vertical Clearance: 0.3m (1.0ft), Horizontal Clearance: 30.0m (98.4ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 45.7m (149.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.2m (59.7ft), Out-to-Out Width: 22.1m (72.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, 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 15 months, Critical Feature Inspection Frequency: Every 15 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2021, Underwater Inspection Date: August 2020, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 778, Location: 0.3 MI W OF RIVERVIEW (Lat: 42.112072, Lng: -86.470383), Route carried "on" structure: Business Interstate 94, Year Built: 1976, Year Reconstructed: 2002, Status: Open, Structure Length: 17.40m (57.09ft), Average Daily Traffic: 10,522 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 11,467 (year 2018), Design Load: HS 25 or greater, Features Intersected: ST JOSEPH RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.197, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 136, Subroute: 3), Owner: State Highway Agency, Approaching Roadway Width: 17.0m (55.8ft), Skew: 30 degrees, Navigation Control: Yes ( Vertical Clearance: 0.3m (1.0ft), Horizontal Clearance: 30.0m (98.4ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 45.7m (149.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.2m (59.7ft), Out-to-Out Width: 22.1m (72.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, 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 15 months, Critical Feature Inspection Frequency: Every 15 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2021, Underwater Inspection Date: August 2020, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Find on map >> Show street view
Structure Number: 88, Location: IN ST JOSEPH (Lat: 42.112767, Lng: -86.477564), Route carried "on" structure: State highway 63, Year Built: 1949, Year Reconstructed: 2007, Status: Open, Structure Length: 21.73m (71.29ft), Average Daily Traffic: 11,171 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 12,386 (year 2018), Design Load: H 20, Features Intersected: ST JOSEPH RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 10.229, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 136, Subroute: 5), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Navigation Control: Yes ( Vertical Clearance: 0.3m (1.0ft), Horizontal Clearance: 30.0m (98.4ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 50.0m (164.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.6m (57.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 15 months, Critical Feature Inspection Frequency: Every 15 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2021, Underwater Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 88, Location: IN ST JOSEPH (Lat: 42.112767, Lng: -86.477564), Route carried "on" structure: State highway 63, Year Built: 1949, Year Reconstructed: 2007, Status: Open, Structure Length: 21.73m (71.29ft), Average Daily Traffic: 11,171 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 12,386 (year 2018), Design Load: H 20, Features Intersected: ST JOSEPH RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 10.229, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 136, Subroute: 5), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Navigation Control: Yes ( Vertical Clearance: 0.3m (1.0ft), Horizontal Clearance: 30.0m (98.4ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 50.0m (164.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.6m (57.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 15 months, Critical Feature Inspection Frequency: Every 15 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2021, Underwater Inspection Date: August 2020, 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: 881, Location: IN ST JOSEPH (Lat: 42.115950, Lng: -86.474925), Route carried "on" structure: State highway 63, Year Built: 2000, Status: Open, Structure Length: 10.21m (33.50ft), Average Daily Traffic: 11,171 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 12,386 (year 2018), Design Load: HS 25 or greater, Features Intersected: CSX RR & WHITWAM DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 10.645, Lanes on structure: 4, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 136, Subroute: 5), Owner: State Highway Agency, Approaching Roadway Width: 16.9m (55.4ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 4.8m (15.7ft), Right: 0.0m, Curb-To-Curb Width: 16.9m (55.4ft), Out-to-Out Width: 22.7m (74.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 67.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 15.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 48.75m (159.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 881, Location: IN ST JOSEPH (Lat: 42.115950, Lng: -86.474925), Route carried "on" structure: State highway 63, Year Built: 2000, Status: Open, Structure Length: 10.21m (33.50ft), Average Daily Traffic: 11,171 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 12,386 (year 2018), Design Load: HS 25 or greater, Features Intersected: CSX RR & WHITWAM DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 10.645, Lanes on structure: 4, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 136, Subroute: 5), Owner: State Highway Agency, Approaching Roadway Width: 16.9m (55.4ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 4.8m (15.7ft), Right: 0.0m, Curb-To-Curb Width: 16.9m (55.4ft), Out-to-Out Width: 22.7m (74.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 67.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 15.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 48.75m (159.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, 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: 916, Location: 0.8 MI S OF NILES (Lat: 41.801397, Lng: -86.266478), Route carried "on" structure: US 12, Year Built: 1954, Year Reconstructed: 1997, Status: Open, Structure Length: 14.63m (48.00ft), Average Daily Traffic: 11,300 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 21,042 (year 2018), Design Load: HS 20, Features Intersected: ST JOSEPH RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 38.222, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 135, Subroute: 7), Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 19.9m (65.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.1 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 15 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Critical Feature Inspection Date: August 2021, Underwater Inspection Date: June 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 916, Location: 0.8 MI S OF NILES (Lat: 41.801397, Lng: -86.266478), Route carried "on" structure: US 12, Year Built: 1954, Year Reconstructed: 1997, Status: Open, Structure Length: 14.63m (48.00ft), Average Daily Traffic: 11,300 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 21,042 (year 2018), Design Load: HS 20, Features Intersected: ST JOSEPH RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 38.222, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 135, Subroute: 7), Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 19.9m (65.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.1 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 15 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Critical Feature Inspection Date: August 2021, Underwater Inspection Date: June 2017, 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: 1, Location: 1 MI S ST JOSEPH (Lat: 42.069625, Lng: -86.485019), Route carried "on" structure: County highway 2013, Year Built: 1992, Status: Open, Structure Length: 1.67m (5.48ft), Average Daily Traffic: 5,479 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 7,700 (year 2027), Design Load: HS 20, Features Intersected: HICKORY CREEK, Facility Carried by Structure: WASHINGTON AVE
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 9.362, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1, Location: 1 MI S ST JOSEPH (Lat: 42.069625, Lng: -86.485019), Route carried "on" structure: County highway 2013, Year Built: 1992, Status: Open, Structure Length: 1.67m (5.48ft), Average Daily Traffic: 5,479 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 7,700 (year 2027), Design Load: HS 20, Features Intersected: HICKORY CREEK, Facility Carried by Structure: WASHINGTON AVE
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 9.362, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 2854, Location: IN FLINT (Lat: 43.014469, Lng: -83.664803), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 1.15m (3.77ft), Truck Traffic: 2%, Average Future Daily Traffic: 500 (year 2015), Design Load: HS 20+Mod, Features Intersected: GILKEY CREEK, Facility Carried by Structure: FRANKLIN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.323, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.1m (3.6ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Poor, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 94.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 56.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2854, Location: IN FLINT (Lat: 43.014469, Lng: -83.664803), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 1.15m (3.77ft), Truck Traffic: 2%, Average Future Daily Traffic: 500 (year 2015), Design Load: HS 20+Mod, Features Intersected: GILKEY CREEK, Facility Carried by Structure: FRANKLIN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.323, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.1m (3.6ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Poor, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 94.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 56.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 9149, Location: 1.6 MI N OF SAGINAW (Lat: 43.465747, Lng: -83.956214), Route carried "on" structure: County highway 2004, Year Built: 1971, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 8,490 (year 1996), Truck Traffic: 3%, Average Future Daily Traffic: 1,550 (year 2006), Design Load: H 15, Features Intersected: I-675, Facility Carried by Structure: MCCARTY RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 10.191, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 9149, Location: 1.6 MI N OF SAGINAW (Lat: 43.465747, Lng: -83.956214), Route carried "on" structure: County highway 2004, Year Built: 1971, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 8,490 (year 1996), Truck Traffic: 3%, Average Future Daily Traffic: 1,550 (year 2006), Design Load: H 15, Features Intersected: I-675, Facility Carried by Structure: MCCARTY RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 10.191, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Find on map >> Show street view
Structure Number: 9184, Location: 4.1 MI NW OF GENESEE COL (Lat: 43.274389, Lng: -83.800258), Route carried "on" structure: Interstate 75, Year Built: 1961, Year Reconstructed: 1999, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 25,771 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 37,339 (year 2018), Design Load: HS 25 or greater, Features Intersected: BIRCH RUN CREEK
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 6.690, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 46, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 18.6m (61.0ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Poor, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 9184, Location: 4.1 MI NW OF GENESEE COL (Lat: 43.274389, Lng: -83.800258), Route carried "on" structure: Interstate 75, Year Built: 1961, Year Reconstructed: 1999, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 25,771 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 37,339 (year 2018), Design Load: HS 25 or greater, Features Intersected: BIRCH RUN CREEK
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 6.690, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 46, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 18.6m (61.0ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Poor, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 13185, Location: 2 BLKS W OF MAIN ST (Lat: 42.106067, Lng: -86.486967), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 4.34m (14.24ft), Average Daily Traffic: 3,000 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 3,100 (year 2022), Design Load: HS 20, Features Intersected: CSX RAILROAD, Facility Carried by Structure: PARK STREET
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 47.976, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.2m (30.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 57.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 13185, Location: 2 BLKS W OF MAIN ST (Lat: 42.106067, Lng: -86.486967), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 4.34m (14.24ft), Average Daily Traffic: 3,000 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 3,100 (year 2022), Design Load: HS 20, Features Intersected: CSX RAILROAD, Facility Carried by Structure: PARK STREET
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 47.976, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.2m (30.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 57.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Find on map >> Show street view
Structure Number: 14316, Location: 0.25 MI E OF HOLLYWOOD RD (Lat: 42.014672, Lng: -86.450989), Route carried "on" structure: County highway 1150, Year Built: 2001, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 4,700 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 7,000 (year 2039), Design Load: HS 20, Features Intersected: BIG MEADOW DRAIN, Facility Carried by Structure: JOHN BEERS RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 8.605, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.5m (24.6ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 14316, Location: 0.25 MI E OF HOLLYWOOD RD (Lat: 42.014672, Lng: -86.450989), Route carried "on" structure: County highway 1150, Year Built: 2001, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 4,700 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 7,000 (year 2039), Design Load: HS 20, Features Intersected: BIG MEADOW DRAIN, Facility Carried by Structure: JOHN BEERS RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 8.605, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.5m (24.6ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 777, Location: 0.2 MI W OF BICENTENNIAL (Lat: 42.109617, Lng: -86.474392), Route carried "under" structure: City street 11, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 100 (year 1988), Features Intersected: MORRISON CHNL, INDUS AVE, Facility Carried by Structure: I-94 BL (MAIN ST)
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
Structure Number: 777, Location: 0.2 MI W OF BICENTENNIAL (Lat: 42.109617, Lng: -86.474392), Route carried "under" structure: City street 11, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 100 (year 1988), Features Intersected: MORRISON CHNL, INDUS AVE, Facility Carried by Structure: I-94 BL (MAIN ST)
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
Find on map >> Show street view
Structure Number: 881, Location: IN ST JOSEPH (Lat: 42.115950, Lng: -86.474925), Route carried "under" structure: City street , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 100 (year 1983), Features Intersected: CSX RR & WHITWAM DRIVE, Facility Carried by Structure: M-63
Minimum Vertical Clearance: 7.52m (24.67ft), Kilometerpoint: 49.674, Lanes on structure: 4, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
Structure Number: 881, Location: IN ST JOSEPH (Lat: 42.115950, Lng: -86.474925), Route carried "under" structure: City street , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 100 (year 1983), Features Intersected: CSX RR & WHITWAM DRIVE, Facility Carried by Structure: M-63
Minimum Vertical Clearance: 7.52m (24.67ft), Kilometerpoint: 49.674, Lanes on structure: 4, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)