Bridge Statistics for Saukville, Wisconsin (WI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 269ft / 82.2mTotal length
- $203,000Total costs
- 253,132Total average daily traffic
- 27,292Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Saukville
- No street view available for this location
- New bridges - historical statistics
- 11960-1969
- 151970-1979
- 11980-1989
- 22000-2009
- Reconstructed bridges - Historical Statistics
- 11990-1999
- 52000-2009
- Bridge Condition - Deck
- 63.6%Good
- 27.3%Satisfactory
- 9.1%Fair
- Bridge Condition - Superstructure
- 18.2%Very good
- 63.6%Good
- 9.1%Satisfactory
- 9.1%Fair
- Bridge Condition - Substructure
- 27.3%Very good
- 54.5%Good
- 18.2%Satisfactory
- Bridge Condition - Channel
- 83.3%Very good
- 16.7%Satisfactory
- Bridge Condition - Culverts
- 50.0%Very good
- 50.0%Good
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Structure Number: B45003, Location: 3.7 MI S JCT STH 33 (Lat: 43.339753, Lng: -87.925142), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 11.97m (39.27ft), Average Daily Traffic: 14,800 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 7,100 (year 2040), Design Load: HS 20, Features Intersected: IH 43/STH 57, Facility Carried by Structure: CTH V NB
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: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 59.4m (194.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 35.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: B45003, Location: 3.7 MI S JCT STH 33 (Lat: 43.339753, Lng: -87.925142), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 11.97m (39.27ft), Average Daily Traffic: 14,800 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 7,100 (year 2040), Design Load: HS 20, Features Intersected: IH 43/STH 57, Facility Carried by Structure: CTH V NB
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: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 59.4m (194.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 35.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: B450033, Location: 1.2 MI W JCT STH 32 (Lat: 43.368189, Lng: -87.925783), Route carried "on" structure: City street , Year Built: 1972, Year Reconstructed: 2013, Status: Open, Structure Length: 8.07m (26.48ft), Average Daily Traffic: 70 (year 2019), Average Future Daily Traffic: 250 (year 2040), Design Load: H 20, Features Intersected: IH 43-STH 57, Facility Carried by Structure: LRD SAUK RD
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: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 40.8m (133.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 47.4 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B450033, Location: 1.2 MI W JCT STH 32 (Lat: 43.368189, Lng: -87.925783), Route carried "on" structure: City street , Year Built: 1972, Year Reconstructed: 2013, Status: Open, Structure Length: 8.07m (26.48ft), Average Daily Traffic: 70 (year 2019), Average Future Daily Traffic: 250 (year 2040), Design Load: H 20, Features Intersected: IH 43-STH 57, Facility Carried by Structure: LRD SAUK RD
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: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 40.8m (133.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 47.4 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B450034, Location: 3.4 MI N JCT STH 32 (Lat: 43.384828, Lng: -87.927644), Route carried "on" structure: Interstate 43, Year Built: 1971, Year Reconstructed: 2012, Status: Open, Structure Length: 5.05m (16.57ft), Average Daily Traffic: 21,600 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 23,870 (year 2039), Design Load: HS 20, Features Intersected: STH 33
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 67.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B450034, Location: 3.4 MI N JCT STH 32 (Lat: 43.384828, Lng: -87.927644), Route carried "on" structure: Interstate 43, Year Built: 1971, Year Reconstructed: 2012, Status: Open, Structure Length: 5.05m (16.57ft), Average Daily Traffic: 21,600 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 23,870 (year 2039), Design Load: HS 20, Features Intersected: STH 33
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 67.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B450035, Location: 4.5M S JCT STH 32 TO S (Lat: 43.385319, Lng: -87.928253), Route carried "on" structure: Interstate 43, Year Built: 1971, Year Reconstructed: 2012, Status: Open, Structure Length: 5.11m (16.77ft), Average Daily Traffic: 21,600 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 38,900 (year 2039), Design Load: HS 20, Features Intersected: STH 33
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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 23 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B450035, Location: 4.5M S JCT STH 32 TO S (Lat: 43.385319, Lng: -87.928253), Route carried "on" structure: Interstate 43, Year Built: 1971, Year Reconstructed: 2012, Status: Open, Structure Length: 5.11m (16.77ft), Average Daily Traffic: 21,600 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 38,900 (year 2039), Design Load: HS 20, Features Intersected: STH 33
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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 23 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B450036, Location: 0.3M W JCT IH 43 (Lat: 43.383478, Lng: -87.933336), Route carried "on" structure: State highway 33, Year Built: 1971, Year Reconstructed: 2005, Status: Open, Structure Length: 1.72m (5.64ft), Average Daily Traffic: 19,500 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 30,080 (year 2039), Design Load: HS 20, Features Intersected: MILWAUKEE RIVER OVERFLOW
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: 14.6m (47.9ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 55.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B450036, Location: 0.3M W JCT IH 43 (Lat: 43.383478, Lng: -87.933336), Route carried "on" structure: State highway 33, Year Built: 1971, Year Reconstructed: 2005, Status: Open, Structure Length: 1.72m (5.64ft), Average Daily Traffic: 19,500 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 30,080 (year 2039), Design Load: HS 20, Features Intersected: MILWAUKEE RIVER OVERFLOW
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: 14.6m (47.9ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 55.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B450037, Location: 3.3M S JCT STH 32 (Lat: 43.402136, Lng: -87.927747), Route carried "on" structure: Interstate 43, Year Built: 1974, Year Reconstructed: 2012, Status: Open, Structure Length: 11.42m (37.47ft), Average Daily Traffic: 15,400 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 23,870 (year 2037), Design Load: HS 20, Features Intersected: STH 57 NB
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: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 45.9m (150.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 71.8 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: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B450037, Location: 3.3M S JCT STH 32 (Lat: 43.402136, Lng: -87.927747), Route carried "on" structure: Interstate 43, Year Built: 1974, Year Reconstructed: 2012, Status: Open, Structure Length: 11.42m (37.47ft), Average Daily Traffic: 15,400 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 23,870 (year 2037), Design Load: HS 20, Features Intersected: STH 57 NB
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: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 45.9m (150.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 71.8 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: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B450039, Location: 0.3 MI E JCT CTH W (Lat: 43.411797, Lng: -87.933581), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 12.52m (41.08ft), Average Daily Traffic: 350 (year 2019), Average Future Daily Traffic: 350 (year 2039), Design Load: H 20, Features Intersected: STH 57, Facility Carried by Structure: LRD MINK RANCH RD
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: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 42.2m (138.5ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 62.1 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: 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: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: B450039, Location: 0.3 MI E JCT CTH W (Lat: 43.411797, Lng: -87.933581), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 12.52m (41.08ft), Average Daily Traffic: 350 (year 2019), Average Future Daily Traffic: 350 (year 2039), Design Load: H 20, Features Intersected: STH 57, Facility Carried by Structure: LRD MINK RANCH RD
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: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 42.2m (138.5ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 62.1 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: 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: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: B450059, Location: 1.4 MI N JCT STH 33 (Lat: 43.404500, Lng: -87.920722), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 14.07m (46.16ft), Average Daily Traffic: 200 (year 2019), Average Future Daily Traffic: 200 (year 2040), Design Load: H 20, Features Intersected: IH 43, Facility Carried by Structure: LRD NORTHWOODS RD
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: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 42.5m (139.4ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: B450059, Location: 1.4 MI N JCT STH 33 (Lat: 43.404500, Lng: -87.920722), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 14.07m (46.16ft), Average Daily Traffic: 200 (year 2019), Average Future Daily Traffic: 200 (year 2040), Design Load: H 20, Features Intersected: IH 43, Facility Carried by Structure: LRD NORTHWOODS RD
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: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 42.5m (139.4ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: B450062, Location: 0.1M N JCT STH 33 (Lat: 43.384000, Lng: -87.946994), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,580 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 2,838 (year 2039), Features Intersected: BR MILWAUKEE RIVER, Facility Carried by Structure: LRD PROGRESS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.6m (5.2ft)
Condition: Channel: Very good, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B450062, Location: 0.1M N JCT STH 33 (Lat: 43.384000, Lng: -87.946994), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,580 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 2,838 (year 2039), Features Intersected: BR MILWAUKEE RIVER, Facility Carried by Structure: LRD PROGRESS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.6m (5.2ft)
Condition: Channel: Very good, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B450067, Location: 1.7M N JCT IH 43 TO N (Lat: 43.419772, Lng: -87.940000), Route carried "on" structure: State highway 57, Year Built: 1974, Year Reconstructed: 2001, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 12,300 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 14,560 (year 2037), Design Load: HS 20, Features Intersected: BR MILWAUKEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
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 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B450067, Location: 1.7M N JCT IH 43 TO N (Lat: 43.419772, Lng: -87.940000), Route carried "on" structure: State highway 57, Year Built: 1974, Year Reconstructed: 2001, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 12,300 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 14,560 (year 2037), Design Load: HS 20, Features Intersected: BR MILWAUKEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
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 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B450082, Location: 0.1M S JCT STH 33 (Lat: 43.381750, Lng: -87.933689), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 1,700 (year 2019), Average Future Daily Traffic: 1,690 (year 2039), Design Load: HS 20, Features Intersected: LITTLE CREEK, Facility Carried by Structure: CTH W RIVERSIDE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 65.0 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: 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, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B450082, Location: 0.1M S JCT STH 33 (Lat: 43.381750, Lng: -87.933689), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 1,700 (year 2019), Average Future Daily Traffic: 1,690 (year 2039), Design Load: HS 20, Features Intersected: LITTLE CREEK, Facility Carried by Structure: CTH W RIVERSIDE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 65.0 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: 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, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B450095, Location: 0.5 MI W JCT IH 43 (Lat: 43.381878, Lng: -87.937156), Route carried "on" structure: State highway 33, Year Built: 2005, Status: Open, Structure Length: 7.71m (25.30ft), Average Daily Traffic: 19,500 (year 2019), Average Future Daily Traffic: 28,500 (year 2039), Design Load: HS 20, Features Intersected: MILWAUKEE RIVER
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: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 58.8 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B450095, Location: 0.5 MI W JCT IH 43 (Lat: 43.381878, Lng: -87.937156), Route carried "on" structure: State highway 33, Year Built: 2005, Status: Open, Structure Length: 7.71m (25.30ft), Average Daily Traffic: 19,500 (year 2019), Average Future Daily Traffic: 28,500 (year 2039), Design Load: HS 20, Features Intersected: MILWAUKEE RIVER
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: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 58.8 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: P450907, Location: 0.4M E JCT CTH I (Lat: 43.367642, Lng: -87.968669), Route carried "on" structure: City street , Year Built: 1965, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,332 (year 2019), Average Future Daily Traffic: 1,465 (year 2040), Design Load: H 20, Features Intersected: BR MILWAUKEE RIVER, Facility Carried by Structure: LRD CEDAR SAUK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very 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: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $135,000, Roadway Improvement Cost: $13,000, Total Project Cost: $203,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: P450907, Location: 0.4M E JCT CTH I (Lat: 43.367642, Lng: -87.968669), Route carried "on" structure: City street , Year Built: 1965, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,332 (year 2019), Average Future Daily Traffic: 1,465 (year 2040), Design Load: H 20, Features Intersected: BR MILWAUKEE RIVER, Facility Carried by Structure: LRD CEDAR SAUK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very 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: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $135,000, Roadway Improvement Cost: $13,000, Total Project Cost: $203,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: B450033, Location: 2.3M N JCT STH 32 TO N (Lat: 43.368189, Lng: -87.925783), Route carried "under" structure: Interstate 43, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 42,400 (year 2019), Truck Traffic: 14%, Features Intersected: IH 43-STH 57, Facility Carried by Structure: LRD SAUK RD
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.8m (133.9ft)
Structure Number: B450033, Location: 2.3M N JCT STH 32 TO N (Lat: 43.368189, Lng: -87.925783), Route carried "under" structure: Interstate 43, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 42,400 (year 2019), Truck Traffic: 14%, Features Intersected: IH 43-STH 57, Facility Carried by Structure: LRD SAUK RD
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.8m (133.9ft)
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Structure Number: B450034, Location: 0.3M E JCT CTH W (Lat: 43.384828, Lng: -87.927644), Route carried "under" structure: State highway 33, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 16,000 (year 2019), Truck Traffic: 8%, Features Intersected: STH 33, Facility Carried by Structure: IH 43 NB-STH 57 NB
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.3m (83.0ft)
Structure Number: B450034, Location: 0.3M E JCT CTH W (Lat: 43.384828, Lng: -87.927644), Route carried "under" structure: State highway 33, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 16,000 (year 2019), Truck Traffic: 8%, Features Intersected: STH 33, Facility Carried by Structure: IH 43 NB-STH 57 NB
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.3m (83.0ft)
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Structure Number: B450035, Location: 0.3M E JCT CTH W (Lat: 43.385319, Lng: -87.928253), Route carried "under" structure: State highway 33, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 16,000 (year 2019), Truck Traffic: 14%, Features Intersected: STH 33, Facility Carried by Structure: IH 43 SB-STH 57 SB
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.6m (84.0ft)
Structure Number: B450035, Location: 0.3M E JCT CTH W (Lat: 43.385319, Lng: -87.928253), Route carried "under" structure: State highway 33, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 16,000 (year 2019), Truck Traffic: 14%, Features Intersected: STH 33, Facility Carried by Structure: IH 43 SB-STH 57 SB
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.6m (84.0ft)
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Structure Number: B450037, Location: 1.3M N JCT STH 33 TO E (Lat: 43.402136, Lng: -87.927747), Route carried "under" structure: State highway 57, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 5,600 (year 2019), Truck Traffic: 8%, Features Intersected: STH 57 NB, Facility Carried by Structure: IH 43 SB
Minimum Vertical Clearance: 11.73m (38.48ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.9m (150.6ft)
Structure Number: B450037, Location: 1.3M N JCT STH 33 TO E (Lat: 43.402136, Lng: -87.927747), Route carried "under" structure: State highway 57, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 5,600 (year 2019), Truck Traffic: 8%, Features Intersected: STH 57 NB, Facility Carried by Structure: IH 43 SB
Minimum Vertical Clearance: 11.73m (38.48ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.9m (150.6ft)
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Structure Number: B450039, Location: 1.0M N JCT IH 43 TO N (Lat: 43.411797, Lng: -87.933581), Route carried "under" structure: State highway 57, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 11,200 (year 2019), Truck Traffic: 8%, Features Intersected: STH 57, Facility Carried by Structure: LRD MINK RANCH RD
Minimum Vertical Clearance: 4.99m (16.37ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.2m (138.5ft)
Structure Number: B450039, Location: 1.0M N JCT IH 43 TO N (Lat: 43.411797, Lng: -87.933581), Route carried "under" structure: State highway 57, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 11,200 (year 2019), Truck Traffic: 8%, Features Intersected: STH 57, Facility Carried by Structure: LRD MINK RANCH RD
Minimum Vertical Clearance: 4.99m (16.37ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.2m (138.5ft)
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Structure Number: B450059, Location: 1.6M N JCT STH 33 TO E (Lat: 43.404500, Lng: -87.920722), Route carried "under" structure: Interstate 43, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 31,000 (year 2019), Truck Traffic: 14%, Features Intersected: IH 43, Facility Carried by Structure: LRD NORTHWOODS RD
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.5m (139.4ft)
Structure Number: B450059, Location: 1.6M N JCT STH 33 TO E (Lat: 43.404500, Lng: -87.920722), Route carried "under" structure: Interstate 43, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 31,000 (year 2019), Truck Traffic: 14%, Features Intersected: IH 43, Facility Carried by Structure: LRD NORTHWOODS RD
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.5m (139.4ft)