Bridge Statistics for Johnson Creek, Wisconsin (WI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 29Number of bridges
- 236ft / 72.0mTotal length
- $195,000Total costs
- 249,684Total average daily traffic
- 32,298Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Johnson Creek
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 61950-1959
- 61960-1969
- 11970-1979
- 11980-1989
- 41990-1999
- 82000-2009
- 12010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 41990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 5.6%Excellent
- 5.6%Very good
- 44.4%Good
- 33.3%Satisfactory
- 5.6%Fair
- 5.6%Poor
- Bridge Condition - Superstructure
- 11.1%Excellent
- 16.7%Very good
- 33.3%Good
- 33.3%Satisfactory
- 5.6%Fair
- Bridge Condition - Substructure
- 5.6%Excellent
- 16.7%Very good
- 50.0%Good
- 22.2%Satisfactory
- 5.6%Fair
- Bridge Condition - Channel
- 20.0%Excellent
- 40.0%Very good
- 40.0%Good
Find on map >> Show street view
Structure Number: B28001, Location: 0.2M E JCT CTH G (Lat: 43.194442, Lng: -88.877308), Route carried "on" structure: State highway 19, Year Built: 1976, Status: Open, Structure Length: 9.40m (30.84ft), Average Daily Traffic: 3,200 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 5,500 (year 2039), Design Load: HS 20, Features Intersected: CRAWFISH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.3m (102.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: B28001, Location: 0.2M E JCT CTH G (Lat: 43.194442, Lng: -88.877308), Route carried "on" structure: State highway 19, Year Built: 1976, Status: Open, Structure Length: 9.40m (30.84ft), Average Daily Traffic: 3,200 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 5,500 (year 2039), Design Load: HS 20, Features Intersected: CRAWFISH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.3m (102.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Find on map >> Show street view
Structure Number: B280016, Location: 7.0M E JCT STH 89 TO N (Lat: 43.085931, Lng: -88.776033), Route carried "on" structure: Interstate 94, Year Built: 1958, Year Reconstructed: 2002, Status: Open, Structure Length: 3.04m (9.97ft), Average Daily Traffic: 18,100 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 26,935 (year 2039), Design Load: HS 20, Features Intersected: LRD UNION ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.0m (39.4ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 65.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B280016, Location: 7.0M E JCT STH 89 TO N (Lat: 43.085931, Lng: -88.776033), Route carried "on" structure: Interstate 94, Year Built: 1958, Year Reconstructed: 2002, Status: Open, Structure Length: 3.04m (9.97ft), Average Daily Traffic: 18,100 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 26,935 (year 2039), Design Load: HS 20, Features Intersected: LRD UNION ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.0m (39.4ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 65.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: B280017, Location: 0.9M W JCT STH 26 TO N (Lat: 43.086278, Lng: -88.775647), Route carried "on" structure: Interstate 94, Year Built: 1958, Year Reconstructed: 2002, Status: Open, Structure Length: 3.04m (9.97ft), Average Daily Traffic: 15,800 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 26,935 (year 2040), Design Load: HS 20+Mod, Features Intersected: LRD UNION ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.0m (39.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, 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: B280017, Location: 0.9M W JCT STH 26 TO N (Lat: 43.086278, Lng: -88.775647), Route carried "on" structure: Interstate 94, Year Built: 1958, Year Reconstructed: 2002, Status: Open, Structure Length: 3.04m (9.97ft), Average Daily Traffic: 15,800 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 26,935 (year 2040), Design Load: HS 20+Mod, Features Intersected: LRD UNION ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.0m (39.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, 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: B280018, Location: 7.1M E JCT STH 89 TO N (Lat: 43.085956, Lng: -88.772733), Route carried "on" structure: Interstate 94, Year Built: 1958, Year Reconstructed: 2001, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 17,900 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 18,450 (year 2041), Design Load: HS 20+Mod, Features Intersected: CNW RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.9m (68.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B280018, Location: 7.1M E JCT STH 89 TO N (Lat: 43.085956, Lng: -88.772733), Route carried "on" structure: Interstate 94, Year Built: 1958, Year Reconstructed: 2001, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 17,900 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 18,450 (year 2041), Design Load: HS 20+Mod, Features Intersected: CNW RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.9m (68.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: B280019, Location: 0.7M W JCT STH 26 TO N (Lat: 43.086397, Lng: -88.772061), Route carried "on" structure: Interstate 94, Year Built: 1958, Year Reconstructed: 2001, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 17,900 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 18,450 (year 2041), Design Load: HS 20+Mod, Features Intersected: CNW RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 17.9m (58.7ft), Out-to-Out Width: 18.8m (61.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B280019, Location: 0.7M W JCT STH 26 TO N (Lat: 43.086397, Lng: -88.772061), Route carried "on" structure: Interstate 94, Year Built: 1958, Year Reconstructed: 2001, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 17,900 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 18,450 (year 2041), Design Load: HS 20+Mod, Features Intersected: CNW RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 17.9m (58.7ft), Out-to-Out Width: 18.8m (61.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: B280025, Location: 0.6M N JCT CTH B (Lat: 43.085736, Lng: -88.716833), Route carried "on" structure: County highway , Year Built: 1964, Year Reconstructed: 2010, Status: Open, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 1,150 (year 2019), Average Future Daily Traffic: 1,800 (year 2038), Design Load: H 15, Features Intersected: IH 94, Facility Carried by Structure: CTH X
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 34.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B280025, Location: 0.6M N JCT CTH B (Lat: 43.085736, Lng: -88.716833), Route carried "on" structure: County highway , Year Built: 1964, Year Reconstructed: 2010, Status: Open, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 1,150 (year 2019), Average Future Daily Traffic: 1,800 (year 2038), Design Load: H 15, Features Intersected: IH 94, Facility Carried by Structure: CTH X
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 34.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 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: B280026, Location: 0.7M N JCT CTH B (Lat: 43.086189, Lng: -88.734622), Route carried "on" structure: City street , Year Built: 1964, Status: Open, Structure Length: 6.51m (21.36ft), Average Daily Traffic: 292 (year 2019), Average Future Daily Traffic: 110 (year 2039), Design Load: H 15, Features Intersected: IH 94, Facility Carried by Structure: LRD SWITZKE RD (DE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 31.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: B280026, Location: 0.7M N JCT CTH B (Lat: 43.086189, Lng: -88.734622), Route carried "on" structure: City street , Year Built: 1964, Status: Open, Structure Length: 6.51m (21.36ft), Average Daily Traffic: 292 (year 2019), Average Future Daily Traffic: 110 (year 2039), Design Load: H 15, Features Intersected: IH 94, Facility Carried by Structure: LRD SWITZKE RD (DE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 31.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Find on map >> Show street view
Structure Number: B280056, Location: 0.8M E JCT CTH X (Lat: 43.072028, Lng: -88.701944), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,637 (year 2019), Average Future Daily Traffic: 2,900 (year 2039), Design Load: HS 20, Features Intersected: JOHNSON CREEK, Facility Carried by Structure: CTH B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 73.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B280056, Location: 0.8M E JCT CTH X (Lat: 43.072028, Lng: -88.701944), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,637 (year 2019), Average Future Daily Traffic: 2,900 (year 2039), Design Load: HS 20, Features Intersected: JOHNSON CREEK, Facility Carried by Structure: CTH B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 73.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: B280068, Location: 3.8M S JCT CTH B (Lat: 43.033778, Lng: -88.759000), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 103 (year 2019), Average Future Daily Traffic: 113 (year 2039), Design Load: H 20, Features Intersected: JOHNSON CREEK, Facility Carried by Structure: LRD CHRISTBERG RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 80.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B280068, Location: 3.8M S JCT CTH B (Lat: 43.033778, Lng: -88.759000), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 103 (year 2019), Average Future Daily Traffic: 113 (year 2039), Design Load: H 20, Features Intersected: JOHNSON CREEK, Facility Carried by Structure: LRD CHRISTBERG RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 80.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: B280075, Location: 0.2M N JCT CTH Y (Lat: 43.035694, Lng: -88.762111), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 226 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 248 (year 2039), Design Load: HS 20, Features Intersected: JOHNSON CREEK, Facility Carried by Structure: LRD MARSH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B280075, Location: 0.2M N JCT CTH Y (Lat: 43.035694, Lng: -88.762111), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 226 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 248 (year 2039), Design Load: HS 20, Features Intersected: JOHNSON CREEK, Facility Carried by Structure: LRD MARSH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: B280078, Location: 0.2M N JCT CTH B (Lat: 43.075111, Lng: -88.697281), Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 23 (year 2019), Average Future Daily Traffic: 25 (year 2039), Design Load: HS 20, Features Intersected: JOHNSON CREEK, Facility Carried by Structure: LRD LAKE DOROTHY L
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.3m (7.5ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: B280078, Location: 0.2M N JCT CTH B (Lat: 43.075111, Lng: -88.697281), Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 23 (year 2019), Average Future Daily Traffic: 25 (year 2039), Design Load: HS 20, Features Intersected: JOHNSON CREEK, Facility Carried by Structure: LRD LAKE DOROTHY L
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.3m (7.5ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: B280094, Location: 0.4M W JCT STH 26 (Lat: 43.075639, Lng: -88.776472), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 1,177 (year 2019), Average Future Daily Traffic: 1,294 (year 2039), Design Load: HS 20, Features Intersected: JOHNSON CREEK, Facility Carried by Structure: LRD UNION ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 68.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B280094, Location: 0.4M W JCT STH 26 (Lat: 43.075639, Lng: -88.776472), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 1,177 (year 2019), Average Future Daily Traffic: 1,294 (year 2039), Design Load: HS 20, Features Intersected: JOHNSON CREEK, Facility Carried by Structure: LRD UNION ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 68.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 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: B280101, Location: 3.0M S JCT CTH B (Lat: 43.032694, Lng: -88.738861), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 125 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 137 (year 2039), Design Load: HS 20, Features Intersected: JOHNSON CREEK, Facility Carried by Structure: LRD SWITZKE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: B280101, Location: 3.0M S JCT CTH B (Lat: 43.032694, Lng: -88.738861), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 125 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 137 (year 2039), Design Load: HS 20, Features Intersected: JOHNSON CREEK, Facility Carried by Structure: LRD SWITZKE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: B280109, Location: 7.7M E JCT STH 89 TO N (Lat: 43.086425, Lng: -88.761842), Route carried "on" structure: Interstate 94, Year Built: 2001, Status: Open, Structure Length: 6.72m (22.05ft), Average Daily Traffic: 13,400 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 53,340 (year 2040), Design Load: HS 20, Features Intersected: STH 26
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.0m (108.3ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 88.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B280109, Location: 7.7M E JCT STH 89 TO N (Lat: 43.086425, Lng: -88.761842), Route carried "on" structure: Interstate 94, Year Built: 2001, Status: Open, Structure Length: 6.72m (22.05ft), Average Daily Traffic: 13,400 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 53,340 (year 2040), Design Load: HS 20, Features Intersected: STH 26
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.0m (108.3ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 88.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: B28011, Location: 2.0M W JCT CTH X (Lat: 43.086817, Lng: -88.760922), Route carried "on" structure: Interstate 94, Year Built: 2002, Status: Open, Structure Length: 6.72m (22.05ft), Average Daily Traffic: 13,600 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 49,320 (year 2039), Design Load: HS 20, Features Intersected: STH 26
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.0m (108.3ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 78.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B28011, Location: 2.0M W JCT CTH X (Lat: 43.086817, Lng: -88.760922), Route carried "on" structure: Interstate 94, Year Built: 2002, Status: Open, Structure Length: 6.72m (22.05ft), Average Daily Traffic: 13,600 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 49,320 (year 2039), Design Load: HS 20, Features Intersected: STH 26
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.0m (108.3ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 78.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: B280111, Location: 7.4M E JCT STH 89 TO N (Lat: 43.086178, Lng: -88.767553), Route carried "on" structure: Interstate 94, Year Built: 2001, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 13,400 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 53,340 (year 2040), Design Load: HS 20, Features Intersected: LRD WATERTOWN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 84.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B280111, Location: 7.4M E JCT STH 89 TO N (Lat: 43.086178, Lng: -88.767553), Route carried "on" structure: Interstate 94, Year Built: 2001, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 13,400 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 53,340 (year 2040), Design Load: HS 20, Features Intersected: LRD WATERTOWN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 84.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 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: B280112, Location: 0.3M W JCT STH 26 (Lat: 43.086558, Lng: -88.766836), Route carried "on" structure: Interstate 94, Year Built: 2002, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 13,600 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 53,340 (year 2039), Design Load: HS 20, Features Intersected: LRD WATERTOWN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 84.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B280112, Location: 0.3M W JCT STH 26 (Lat: 43.086558, Lng: -88.766836), Route carried "on" structure: Interstate 94, Year Built: 2002, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 13,600 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 53,340 (year 2039), Design Load: HS 20, Features Intersected: LRD WATERTOWN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 84.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: B280156, Location: 4.8M N JCT USH 18 (Lat: 43.067494, Lng: -88.775408), Route carried "on" structure: State highway 26, Year Built: 2011, Status: Open, Structure Length: 1.82m (5.97ft), Average Daily Traffic: 14,700 (year 2019), Average Future Daily Traffic: 20,200 (year 2040), Design Load: HL 93, Features Intersected: JOHNSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 30.6m (100.4ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Very good, Channel: Excellent, Operating Rating: 44.7 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: 34.3 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B280156, Location: 4.8M N JCT USH 18 (Lat: 43.067494, Lng: -88.775408), Route carried "on" structure: State highway 26, Year Built: 2011, Status: Open, Structure Length: 1.82m (5.97ft), Average Daily Traffic: 14,700 (year 2019), Average Future Daily Traffic: 20,200 (year 2040), Design Load: HL 93, Features Intersected: JOHNSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 30.6m (100.4ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Very good, Channel: Excellent, Operating Rating: 44.7 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: 34.3 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 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: B280189, Location: 4.0M E JCT STH 26 TO N (Lat: 43.085386, Lng: -88.691417), Route carried "on" structure: Interstate 94, Year Built: 2020, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 20,900 (year 2018), Truck Traffic: 25%, Average Future Daily Traffic: 25,850 (year 2038), Design Load: HL 93, Features Intersected: JOHNSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 49.9 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: 38.6 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: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B280189, Location: 4.0M E JCT STH 26 TO N (Lat: 43.085386, Lng: -88.691417), Route carried "on" structure: Interstate 94, Year Built: 2020, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 20,900 (year 2018), Truck Traffic: 25%, Average Future Daily Traffic: 25,850 (year 2038), Design Load: HL 93, Features Intersected: JOHNSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 49.9 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: 38.6 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: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: P28006, Location: 0.4M E JCT CTH Y (Lat: 43.050667, Lng: -88.766222), Route carried "on" structure: City street , Year Built: 1963, Status: Posted for load, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 155 (year 2019), Average Future Daily Traffic: 170 (year 2040), Design Load: H 10, Features Intersected: JOHNSON CREEK, Facility Carried by Structure: LRD WRIGHT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 19.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Bridge Improvement Cost: $130,000, Roadway Improvement Cost: $13,000, Total Project Cost: $195,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: P28006, Location: 0.4M E JCT CTH Y (Lat: 43.050667, Lng: -88.766222), Route carried "on" structure: City street , Year Built: 1963, Status: Posted for load, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 155 (year 2019), Average Future Daily Traffic: 170 (year 2040), Design Load: H 10, Features Intersected: JOHNSON CREEK, Facility Carried by Structure: LRD WRIGHT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 19.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Bridge Improvement Cost: $130,000, Roadway Improvement Cost: $13,000, Total Project Cost: $195,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: B280016, Location: 1.1M W JCT STH 26 (Lat: 43.085931, Lng: -88.776033), Route carried "under" structure: City street , Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 1,500 (year 2019), Features Intersected: LRD UNION ST, Facility Carried by Structure: IH 94 EB
Minimum Vertical Clearance: 4.58m (15.03ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 12.0m (39.4ft)
Structure Number: B280016, Location: 1.1M W JCT STH 26 (Lat: 43.085931, Lng: -88.776033), Route carried "under" structure: City street , Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 1,500 (year 2019), Features Intersected: LRD UNION ST, Facility Carried by Structure: IH 94 EB
Minimum Vertical Clearance: 4.58m (15.03ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 12.0m (39.4ft)
Find on map >> Show street view
Structure Number: B280017, Location: 1.1M W JCT STH 26 (Lat: 43.086278, Lng: -88.775647), Route carried "under" structure: City street , Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 1,500 (year 2019), Features Intersected: LRD UNION ST, Facility Carried by Structure: IH 94 WB
Minimum Vertical Clearance: 4.58m (15.03ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 12.0m (39.4ft)
Structure Number: B280017, Location: 1.1M W JCT STH 26 (Lat: 43.086278, Lng: -88.775647), Route carried "under" structure: City street , Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 1,500 (year 2019), Features Intersected: LRD UNION ST, Facility Carried by Structure: IH 94 WB
Minimum Vertical Clearance: 4.58m (15.03ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 12.0m (39.4ft)
Find on map >> Show street view
Structure Number: B280025, Location: 2.7M E JCT STH 26 TO N (Lat: 43.085736, Lng: -88.716833), Route carried "under" structure: Interstate 94, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 37,500 (year 2019), Truck Traffic: 14%, Features Intersected: IH 94, Facility Carried by Structure: CTH X
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft)
Structure Number: B280025, Location: 2.7M E JCT STH 26 TO N (Lat: 43.085736, Lng: -88.716833), Route carried "under" structure: Interstate 94, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 37,500 (year 2019), Truck Traffic: 14%, Features Intersected: IH 94, Facility Carried by Structure: CTH X
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft)
Find on map >> Show street view
Structure Number: B280026, Location: 1.8M E JCT STH 26 TO N (Lat: 43.086189, Lng: -88.734622), Route carried "under" structure: Interstate 94, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 39,300 (year 2019), Truck Traffic: 14%, Features Intersected: IH 94, Facility Carried by Structure: LRD SWITZKE RD (DE
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft)
Structure Number: B280026, Location: 1.8M E JCT STH 26 TO N (Lat: 43.086189, Lng: -88.734622), Route carried "under" structure: Interstate 94, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 39,300 (year 2019), Truck Traffic: 14%, Features Intersected: IH 94, Facility Carried by Structure: LRD SWITZKE RD (DE
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft)
Find on map >> Show street view
Structure Number: B280109, Location: 0.8M N JCT CTH B (Lat: 43.086425, Lng: -88.761842), Route carried "under" structure: State highway 26, Year Built: 2001, Structure Length: 0. m, Average Daily Traffic: 99 (year 2019), Features Intersected: STH 26, Facility Carried by Structure: IH EB IH 94
Minimum Vertical Clearance: 5.24m (17.19ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.0m (108.3ft)
Structure Number: B280109, Location: 0.8M N JCT CTH B (Lat: 43.086425, Lng: -88.761842), Route carried "under" structure: State highway 26, Year Built: 2001, Structure Length: 0. m, Average Daily Traffic: 99 (year 2019), Features Intersected: STH 26, Facility Carried by Structure: IH EB IH 94
Minimum Vertical Clearance: 5.24m (17.19ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.0m (108.3ft)
Find on map >> Show street view
Structure Number: B28011, Location: 0.8M N JCT CTH B (Lat: 43.086817, Lng: -88.760922), Route carried "under" structure: State highway 26, Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 99 (year 2019), Features Intersected: STH 26, Facility Carried by Structure: IH WB IH 94
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.0m (108.3ft)
Structure Number: B28011, Location: 0.8M N JCT CTH B (Lat: 43.086817, Lng: -88.760922), Route carried "under" structure: State highway 26, Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 99 (year 2019), Features Intersected: STH 26, Facility Carried by Structure: IH WB IH 94
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.0m (108.3ft)
Find on map >> Show street view
Structure Number: B280111, Location: 0.5M S OF JCT RIVER DR (Lat: 43.086178, Lng: -88.767553), Route carried "under" structure: City street , Year Built: 2001, Structure Length: 0. m, Average Daily Traffic: 99 (year 2019), Features Intersected: LRD WATERTOWN STREET, Facility Carried by Structure: IH EB IH 94
Minimum Vertical Clearance: 4.68m (15.35ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft)
Structure Number: B280111, Location: 0.5M S OF JCT RIVER DR (Lat: 43.086178, Lng: -88.767553), Route carried "under" structure: City street , Year Built: 2001, Structure Length: 0. m, Average Daily Traffic: 99 (year 2019), Features Intersected: LRD WATERTOWN STREET, Facility Carried by Structure: IH EB IH 94
Minimum Vertical Clearance: 4.68m (15.35ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft)
Find on map >> Show street view
Structure Number: B280112, Location: 0.5M S OF JCT RIVER DR (Lat: 43.086558, Lng: -88.766836), Route carried "under" structure: City street , Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 99 (year 2019), Features Intersected: LRD WATERTOWN ST, Facility Carried by Structure: IH WB IH 94
Minimum Vertical Clearance: 4.63m (15.19ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft)
Structure Number: B280112, Location: 0.5M S OF JCT RIVER DR (Lat: 43.086558, Lng: -88.766836), Route carried "under" structure: City street , Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 99 (year 2019), Features Intersected: LRD WATERTOWN ST, Facility Carried by Structure: IH WB IH 94
Minimum Vertical Clearance: 4.63m (15.19ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft)
Structure Number: P2807, Location: 0.4M W JCT STH 26, Route carried "under" structure: City street , Year Built: 1917, Structure Length: 0. m, Average Daily Traffic: 1,100 (year 2019), Features Intersected: LRD MILWAUKEE ST, Facility Carried by Structure: CNW RR
Minimum Vertical Clearance: 3.45m (11.32ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 18.3m (60.0ft)
Minimum Vertical Clearance: 3.45m (11.32ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 18.3m (60.0ft)