Bridge Statistics for Newton, Wisconsin (WI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 40Number of bridges
- 243ft / 74.3mTotal length
- 204,788Total average daily traffic
- 32,051Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Newton
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11950-1959
- 11960-1969
- 261970-1979
- 11980-1989
- 11990-1999
- 22000-2009
- 72010-2019
- Bridge Condition - Deck
- 21.7%Very good
- 39.1%Good
- 34.8%Satisfactory
- 4.3%Fair
- Bridge Condition - Superstructure
- 34.8%Very good
- 34.8%Good
- 21.7%Satisfactory
- 8.7%Fair
- Bridge Condition - Substructure
- 4.3%Excellent
- 39.1%Very good
- 39.1%Good
- 13.0%Satisfactory
- 4.3%Fair
- Bridge Condition - Channel
- 11.1%Excellent
- 72.2%Very good
- 11.1%Good
- 5.6%Satisfactory
- Bridge Condition - Culverts
- 16.7%Good
- 83.3%Satisfactory
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Structure Number: B360033, Location: 0.8M N JCT CTH F (Lat: 43.991511, Lng: -87.701078), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 1,160 (year 2019), Average Future Daily Traffic: 1,276 (year 2040), Design Load: H 20, Features Intersected: PINE CREEK, Facility Carried by Structure: CTH LS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 60.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: B360033, Location: 0.8M N JCT CTH F (Lat: 43.991511, Lng: -87.701078), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 1,160 (year 2019), Average Future Daily Traffic: 1,276 (year 2040), Design Load: H 20, Features Intersected: PINE CREEK, Facility Carried by Structure: CTH LS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 60.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: B360038, Location: 0.1M N JCT CTH C (Lat: 44.009331, Lng: -87.722658), Route carried "on" structure: City street , Year Built: 1977, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 293 (year 2019), Average Future Daily Traffic: 322 (year 2039), Design Load: HS 20, Features Intersected: PINE CREEK, Facility Carried by Structure: LRD GASS LAKE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B360038, Location: 0.1M N JCT CTH C (Lat: 44.009331, Lng: -87.722658), Route carried "on" structure: City street , Year Built: 1977, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 293 (year 2019), Average Future Daily Traffic: 322 (year 2039), Design Load: HS 20, Features Intersected: PINE CREEK, Facility Carried by Structure: LRD GASS LAKE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B36004, Location: 6.8M S JCT USH 151 (Lat: 43.979442, Lng: -87.733697), Route carried "on" structure: Interstate 43, Year Built: 1977, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 11,250 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 23,600 (year 2040), Design Load: HS 20, Features Intersected: CTH F
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), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.8m (58.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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: Equal to present minimum criteria, 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: B36004, Location: 6.8M S JCT USH 151 (Lat: 43.979442, Lng: -87.733697), Route carried "on" structure: Interstate 43, Year Built: 1977, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 11,250 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 23,600 (year 2040), Design Load: HS 20, Features Intersected: CTH F
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), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.8m (58.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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: Equal to present minimum criteria, 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: B360041, Location: 5.5M N JCT CTH XX (Lat: 43.993697, Lng: -87.728797), Route carried "on" structure: Interstate 43, Year Built: 1979, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 11,250 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 12,825 (year 2040), Design Load: HS 20, Features Intersected: LRD NEWTON RD
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), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Membrane: Other
Structure Number: B360041, Location: 5.5M N JCT CTH XX (Lat: 43.993697, Lng: -87.728797), Route carried "on" structure: Interstate 43, Year Built: 1979, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 11,250 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 12,825 (year 2040), Design Load: HS 20, Features Intersected: LRD NEWTON RD
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), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Membrane: Other
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Structure Number: B360048, Location: 4.5M N JCT CTH XX (Lat: 43.979125, Lng: -87.733286), Route carried "on" structure: Interstate 43, Year Built: 1979, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 11,250 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 23,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: CTH F
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), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.8m (58.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: B360048, Location: 4.5M N JCT CTH XX (Lat: 43.979125, Lng: -87.733286), Route carried "on" structure: Interstate 43, Year Built: 1979, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 11,250 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 23,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: CTH F
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), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.8m (58.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: B36005, Location: 4.8M S JCT USH 151 (Lat: 44.008625, Lng: -87.721083), Route carried "on" structure: Interstate 43, Year Built: 1979, Status: Open, Structure Length: 5.96m (19.55ft), Average Daily Traffic: 11,250 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 22,550 (year 2040), Design Load: HS 20+Mod, Features Intersected: CTH C
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), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.1m (95.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 44.1 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Membrane: Other
Structure Number: B36005, Location: 4.8M S JCT USH 151 (Lat: 44.008625, Lng: -87.721083), Route carried "on" structure: Interstate 43, Year Built: 1979, Status: Open, Structure Length: 5.96m (19.55ft), Average Daily Traffic: 11,250 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 22,550 (year 2040), Design Load: HS 20+Mod, Features Intersected: CTH C
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), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.1m (95.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 44.1 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Membrane: Other
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Structure Number: B360051, Location: 6.5M N JCT CTH XX (Lat: 44.008167, Lng: -87.721244), Route carried "on" structure: Interstate 43, Year Built: 1979, Status: Open, Structure Length: 5.96m (19.55ft), Average Daily Traffic: 11,250 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 22,550 (year 2040), Design Load: HS 20+Mod, Features Intersected: CTH C
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), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.1m (95.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 44.1 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Membrane: Other
Structure Number: B360051, Location: 6.5M N JCT CTH XX (Lat: 44.008167, Lng: -87.721244), Route carried "on" structure: Interstate 43, Year Built: 1979, Status: Open, Structure Length: 5.96m (19.55ft), Average Daily Traffic: 11,250 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 22,550 (year 2040), Design Load: HS 20+Mod, Features Intersected: CTH C
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), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.1m (95.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 44.1 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Membrane: Other
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Structure Number: B360052, Location: 3.6M S JCT USH 151 (Lat: 44.023381, Lng: -87.708661), Route carried "on" structure: Interstate 43, Year Built: 1979, Status: Open, Structure Length: 4.26m (13.98ft), Average Daily Traffic: 11,250 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 22,550 (year 2040), Design Load: HS 20, Features Intersected: LRD CARSTENS LAKE RD
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), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 37.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Other
Structure Number: B360052, Location: 3.6M S JCT USH 151 (Lat: 44.023381, Lng: -87.708661), Route carried "on" structure: Interstate 43, Year Built: 1979, Status: Open, Structure Length: 4.26m (13.98ft), Average Daily Traffic: 11,250 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 22,550 (year 2040), Design Load: HS 20, Features Intersected: LRD CARSTENS LAKE RD
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), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 37.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Other
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Structure Number: B360053, Location: 7.5M N JCT CTH XX (Lat: 44.023033, Lng: -87.708350), Route carried "on" structure: Interstate 43, Year Built: 1979, Status: Open, Structure Length: 4.78m (15.68ft), Average Daily Traffic: 11,250 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 22,550 (year 2040), Design Load: HS 20+Mod, Features Intersected: LRD CARSTENS LAKE RD
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), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 34.3 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Other
Structure Number: B360053, Location: 7.5M N JCT CTH XX (Lat: 44.023033, Lng: -87.708350), Route carried "on" structure: Interstate 43, Year Built: 1979, Status: Open, Structure Length: 4.78m (15.68ft), Average Daily Traffic: 11,250 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 22,550 (year 2040), Design Load: HS 20+Mod, Features Intersected: LRD CARSTENS LAKE RD
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), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 34.3 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Other
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Structure Number: B360054, Location: 0.3M W JCT CTH CR (Lat: 44.008278, Lng: -87.722192), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,700 (year 2021), Average Future Daily Traffic: 1,210 (year 2040), Design Load: HS 20, Features Intersected: PINE CREEK, Facility Carried by Structure: CTH C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, 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 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: B360054, Location: 0.3M W JCT CTH CR (Lat: 44.008278, Lng: -87.722192), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,700 (year 2021), Average Future Daily Traffic: 1,210 (year 2040), Design Load: HS 20, Features Intersected: PINE CREEK, Facility Carried by Structure: CTH C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, 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 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: B360055, Location: 8.0M N JCT CTH XX (Lat: 44.031667, Lng: -87.705000), Route carried "on" structure: Interstate 43, Year Built: 1978, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 20,800 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 34,340 (year 2040), Design Load: HS 20+Mod, Features Intersected: CALVIN 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), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, 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 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B360055, Location: 8.0M N JCT CTH XX (Lat: 44.031667, Lng: -87.705000), Route carried "on" structure: Interstate 43, Year Built: 1978, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 20,800 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 34,340 (year 2040), Design Load: HS 20+Mod, Features Intersected: CALVIN 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), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, 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 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B360056, Location: 2.5M S JCT USH 151 (Lat: 44.037961, Lng: -87.706225), Route carried "on" structure: Interstate 43, Year Built: 1979, Status: Open, Structure Length: 3.61m (11.84ft), Average Daily Traffic: 9,850 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 22,550 (year 2040), Design Load: HS 20, Features Intersected: LRD CLOVER RD
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: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Membrane: Other
Structure Number: B360056, Location: 2.5M S JCT USH 151 (Lat: 44.037961, Lng: -87.706225), Route carried "on" structure: Interstate 43, Year Built: 1979, Status: Open, Structure Length: 3.61m (11.84ft), Average Daily Traffic: 9,850 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 22,550 (year 2040), Design Load: HS 20, Features Intersected: LRD CLOVER RD
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: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Membrane: Other
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Structure Number: B360057, Location: 8.5M N JCT CTH XX (Lat: 44.037653, Lng: -87.705722), Route carried "on" structure: Interstate 43, Year Built: 1979, Status: Open, Structure Length: 3.61m (11.84ft), Average Daily Traffic: 9,850 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 22,550 (year 2040), Design Load: HS 20, Features Intersected: LRD CLOVER RD
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: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Membrane: Other
Structure Number: B360057, Location: 8.5M N JCT CTH XX (Lat: 44.037653, Lng: -87.705722), Route carried "on" structure: Interstate 43, Year Built: 1979, Status: Open, Structure Length: 3.61m (11.84ft), Average Daily Traffic: 9,850 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 22,550 (year 2040), Design Load: HS 20, Features Intersected: LRD CLOVER RD
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: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Membrane: Other
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Structure Number: B360058, Location: 6.4M N JCT CTH XX (Lat: 44.001014, Lng: -87.726053), Route carried "on" structure: Interstate 43, Year Built: 1978, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 22,500 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 34,340 (year 2040), Design Load: HS 20+Mod, Features Intersected: PINE CREEK
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: 24.4m (80.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Satisfactory, 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 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B360058, Location: 6.4M N JCT CTH XX (Lat: 44.001014, Lng: -87.726053), Route carried "on" structure: Interstate 43, Year Built: 1978, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 22,500 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 34,340 (year 2040), Design Load: HS 20+Mod, Features Intersected: PINE CREEK
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: 24.4m (80.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Satisfactory, 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 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B360059, Location: 2.0M E JCT STH 42 (Lat: 44.052364, Lng: -87.706389), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 6.76m (22.18ft), Average Daily Traffic: 320 (year 2021), Average Future Daily Traffic: 275 (year 2040), Design Load: H 20, Features Intersected: IH 43, Facility Carried by Structure: LRD SILVER CREEK R
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), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: 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: Equal to 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: B360059, Location: 2.0M E JCT STH 42 (Lat: 44.052364, Lng: -87.706389), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 6.76m (22.18ft), Average Daily Traffic: 320 (year 2021), Average Future Daily Traffic: 275 (year 2040), Design Load: H 20, Features Intersected: IH 43, Facility Carried by Structure: LRD SILVER CREEK R
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), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: 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: Equal to 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: B360064, Location: 0.1M N JCT CTH C (Lat: 44.008981, Lng: -87.722122), Route carried "on" structure: Ramp Interstate , Year Built: 1978, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 450 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 500 (year 2040), Design Load: HS 20, Features Intersected: PINE CREEK, Facility Carried by Structure: IH I 43 SB OFF RAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Satisfactory, 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 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B360064, Location: 0.1M N JCT CTH C (Lat: 44.008981, Lng: -87.722122), Route carried "on" structure: Ramp Interstate , Year Built: 1978, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 450 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 500 (year 2040), Design Load: HS 20, Features Intersected: PINE CREEK, Facility Carried by Structure: IH I 43 SB OFF RAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Satisfactory, 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 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B360146, Location: 3.8M N JCT CTH C (Lat: 44.061667, Lng: -87.701667), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 3,514 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 3,865 (year 2040), Design Load: HS 20, Features Intersected: SILVER CREEK, Facility Carried by Structure: CTH CR
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: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.4m (27.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, 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: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B360146, Location: 3.8M N JCT CTH C (Lat: 44.061667, Lng: -87.701667), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 3,514 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 3,865 (year 2040), Design Load: HS 20, Features Intersected: SILVER CREEK, Facility Carried by Structure: CTH CR
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: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.4m (27.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, 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: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B36017, Location: 0.4M N JCT STH 42 (Lat: 43.999533, Lng: -87.802714), Route carried "on" structure: City street , Year Built: 2007, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 117 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 128 (year 2039), Design Load: HS 25 or greater, Features Intersected: POINT CREEK, Facility Carried by Structure: LRD PINE RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, 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: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Excellent, Operating Rating: 76.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 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: B36017, Location: 0.4M N JCT STH 42 (Lat: 43.999533, Lng: -87.802714), Route carried "on" structure: City street , Year Built: 2007, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 117 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 128 (year 2039), Design Load: HS 25 or greater, Features Intersected: POINT CREEK, Facility Carried by Structure: LRD PINE RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, 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: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Excellent, Operating Rating: 76.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 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
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Structure Number: B360179, Location: 0.40 EAST OF STH 42 (Lat: 43.993558, Lng: -87.798639), Route carried "on" structure: City street , Year Built: 2009, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 133 (year 2019), Average Future Daily Traffic: 146 (year 2039), Design Load: HL 93, Features Intersected: POINT CREEK, Facility Carried by Structure: LRD NEWTON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Excellent, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.6 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 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: B360179, Location: 0.40 EAST OF STH 42 (Lat: 43.993558, Lng: -87.798639), Route carried "on" structure: City street , Year Built: 2009, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 133 (year 2019), Average Future Daily Traffic: 146 (year 2039), Design Load: HL 93, Features Intersected: POINT CREEK, Facility Carried by Structure: LRD NEWTON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Excellent, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.6 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 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
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Structure Number: B360181, Location: 1.70 MI N OF CTH F (Lat: 43.998611, Lng: -87.800556), Route carried "on" structure: State highway , Year Built: 2011, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 3,200 (year 2020), Average Future Daily Traffic: 2,700 (year 2039), Design Load: HS 25 or greater, Features Intersected: TRIB TO POINT CR, Facility Carried by Structure: STH 42
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 75.1 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: Better than 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 48 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B360181, Location: 1.70 MI N OF CTH F (Lat: 43.998611, Lng: -87.800556), Route carried "on" structure: State highway , Year Built: 2011, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 3,200 (year 2020), Average Future Daily Traffic: 2,700 (year 2039), Design Load: HS 25 or greater, Features Intersected: TRIB TO POINT CR, Facility Carried by Structure: STH 42
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 75.1 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: Better than 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 48 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B360187, Location: TBD (Lat: 44.028333, Lng: -87.703333), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 1,353 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 1,488 (year 2040), Design Load: HL 93, Features Intersected: CALVIN CR, Facility Carried by Structure: CTH CR
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), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.3 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: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B360187, Location: TBD (Lat: 44.028333, Lng: -87.703333), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 1,353 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 1,488 (year 2040), Design Load: HL 93, Features Intersected: CALVIN CR, Facility Carried by Structure: CTH CR
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), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.3 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: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B36022, Location: 1 MILE EAST OF CTH "J" (Lat: 44.196400, Lng: -87.840783), Route carried "on" structure: City street , Year Built: 2018, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 590 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 650 (year 2038), Design Load: HL 93, Features Intersected: BRANCH RIVER, Facility Carried by Structure: LRD HILLCREST RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 41.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B36022, Location: 1 MILE EAST OF CTH "J" (Lat: 44.196400, Lng: -87.840783), Route carried "on" structure: City street , Year Built: 2018, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 590 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 650 (year 2038), Design Load: HL 93, Features Intersected: BRANCH RIVER, Facility Carried by Structure: LRD HILLCREST RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 41.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B360229, Location: 0.3M N JCT CTH F (Lat: 43.983417, Lng: -87.759183), Route carried "on" structure: City street , Year Built: 2016, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 260 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 290 (year 2036), Design Load: HL 93, Features Intersected: POINT CREEK, Facility Carried by Structure: LRD SOUTH UNION RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 49.2 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: 37.9 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: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B360229, Location: 0.3M N JCT CTH F (Lat: 43.983417, Lng: -87.759183), Route carried "on" structure: City street , Year Built: 2016, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 260 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 290 (year 2036), Design Load: HL 93, Features Intersected: POINT CREEK, Facility Carried by Structure: LRD SOUTH UNION RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 49.2 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: 37.9 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: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B36023, Location: 3.8M N JCT CTH XX (Lat: 43.967994, Lng: -87.736025), Route carried "on" structure: Interstate 43, Year Built: 2017, Status: Open, Structure Length: 2.30m (7.55ft), Average Daily Traffic: 11,250 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 12,937 (year 2040), Design Load: HL 93, Features Intersected: POINT 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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 56.4 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: 37.9 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B36023, Location: 3.8M N JCT CTH XX (Lat: 43.967994, Lng: -87.736025), Route carried "on" structure: Interstate 43, Year Built: 2017, Status: Open, Structure Length: 2.30m (7.55ft), Average Daily Traffic: 11,250 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 12,937 (year 2040), Design Load: HL 93, Features Intersected: POINT 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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 56.4 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: 37.9 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 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: B360231, Location: 5.8M S JCT USH 151 (Lat: 43.994006, Lng: -87.729225), Route carried "on" structure: Interstate 43, Year Built: 2017, Status: Open, Structure Length: 3.77m (12.37ft), Average Daily Traffic: 11,250 (year 2021), Average Future Daily Traffic: 11,800 (year 2040), Design Load: HL 93, Features Intersected: LRD NEWTON RD
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), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.4m (60.4ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 57.3 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: 44.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B360231, Location: 5.8M S JCT USH 151 (Lat: 43.994006, Lng: -87.729225), Route carried "on" structure: Interstate 43, Year Built: 2017, Status: Open, Structure Length: 3.77m (12.37ft), Average Daily Traffic: 11,250 (year 2021), Average Future Daily Traffic: 11,800 (year 2040), Design Load: HL 93, Features Intersected: LRD NEWTON RD
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), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.4m (60.4ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 57.3 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: 44.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 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: P36016, Location: 0.2M E JCT STH 32 (Lat: 44.124003, Lng: -87.960192), Route carried "on" structure: City street , Year Built: 1982, Status: Posted for load, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 47 (year 2019), Average Future Daily Traffic: 51 (year 2040), Design Load: HS 20, Features Intersected: MUD CREEK, Facility Carried by Structure: LRD HILLTOP 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: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 35.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: P36016, Location: 0.2M E JCT STH 32 (Lat: 44.124003, Lng: -87.960192), Route carried "on" structure: City street , Year Built: 1982, Status: Posted for load, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 47 (year 2019), Average Future Daily Traffic: 51 (year 2040), Design Load: HS 20, Features Intersected: MUD CREEK, Facility Carried by Structure: LRD HILLTOP 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: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 35.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: P360168, Location: 1.0M S JCT USH 151 (Lat: 44.058372, Lng: -87.711456), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 1.38m (4.53ft), Average Daily Traffic: 293 (year 2019), Average Future Daily Traffic: 322 (year 2039), Design Load: H 20, Features Intersected: SILVER CREEK, Facility Carried by Structure: LRD HECKER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 34.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: P360168, Location: 1.0M S JCT USH 151 (Lat: 44.058372, Lng: -87.711456), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 1.38m (4.53ft), Average Daily Traffic: 293 (year 2019), Average Future Daily Traffic: 322 (year 2039), Design Load: H 20, Features Intersected: SILVER CREEK, Facility Carried by Structure: LRD HECKER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 34.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: P360171, Location: 0.1M W JCT CTH LS (Lat: 43.994089, Lng: -87.702725), Route carried "on" structure: County highway , Year Built: 1938, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 287 (year 2019), Average Future Daily Traffic: 315 (year 2040), Design Load: H 15, Features Intersected: PINE CREEK, Facility Carried by Structure: CTH U
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: P360171, Location: 0.1M W JCT CTH LS (Lat: 43.994089, Lng: -87.702725), Route carried "on" structure: County highway , Year Built: 1938, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 287 (year 2019), Average Future Daily Traffic: 315 (year 2040), Design Load: H 15, Features Intersected: PINE CREEK, Facility Carried by Structure: CTH U
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: P360177, Location: 0.8M S JCT CTH CL (Lat: 44.054567, Lng: -87.680803), Route carried "on" structure: City street , Year Built: 1950, Year Reconstructed: 1970, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 881 (year 2019), Average Future Daily Traffic: 969 (year 2039), Design Load: HS 20, Features Intersected: SILVER CREEK, Facility Carried by Structure: LRD S 26TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.7m (25.3ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: P360177, Location: 0.8M S JCT CTH CL (Lat: 44.054567, Lng: -87.680803), Route carried "on" structure: City street , Year Built: 1950, Year Reconstructed: 1970, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 881 (year 2019), Average Future Daily Traffic: 969 (year 2039), Design Load: HS 20, Features Intersected: SILVER CREEK, Facility Carried by Structure: LRD S 26TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.7m (25.3ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: B36004, Location: 1.7M W JCT CTH LS (Lat: 43.979442, Lng: -87.733697), Route carried "under" structure: County highway , Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 270 (year 2021), Features Intersected: CTH F, Facility Carried by Structure: IH 43 SB
Minimum Vertical Clearance: 4.49m (14.73ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 17.8m (58.4ft)
Structure Number: B36004, Location: 1.7M W JCT CTH LS (Lat: 43.979442, Lng: -87.733697), Route carried "under" structure: County highway , Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 270 (year 2021), Features Intersected: CTH F, Facility Carried by Structure: IH 43 SB
Minimum Vertical Clearance: 4.49m (14.73ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 17.8m (58.4ft)
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Structure Number: B360041, Location: 0.1M W JCT CTH CR (Lat: 43.993697, Lng: -87.728797), Route carried "under" structure: City street , Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 250 (year 2021), Features Intersected: LRD NEWTON RD, Facility Carried by Structure: IH 43 NB
Minimum Vertical Clearance: 4.61m (15.12ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 18.3m (60.0ft)
Structure Number: B360041, Location: 0.1M W JCT CTH CR (Lat: 43.993697, Lng: -87.728797), Route carried "under" structure: City street , Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 250 (year 2021), Features Intersected: LRD NEWTON RD, Facility Carried by Structure: IH 43 NB
Minimum Vertical Clearance: 4.61m (15.12ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 18.3m (60.0ft)
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Structure Number: B360048, Location: 1.7M W JCT CTH LS (Lat: 43.979125, Lng: -87.733286), Route carried "under" structure: County highway , Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 270 (year 2021), Features Intersected: CTH F, Facility Carried by Structure: IH 43 NB
Minimum Vertical Clearance: 4.46m (14.63ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 17.8m (58.4ft)
Structure Number: B360048, Location: 1.7M W JCT CTH LS (Lat: 43.979125, Lng: -87.733286), Route carried "under" structure: County highway , Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 270 (year 2021), Features Intersected: CTH F, Facility Carried by Structure: IH 43 NB
Minimum Vertical Clearance: 4.46m (14.63ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 17.8m (58.4ft)
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Structure Number: B36005, Location: 0.2M W JCT CTH CR (Lat: 44.008625, Lng: -87.721083), Route carried "under" structure: County highway , Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 1,700 (year 2021), Features Intersected: CTH C, Facility Carried by Structure: IH 43 SB
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.1m (95.5ft)
Structure Number: B36005, Location: 0.2M W JCT CTH CR (Lat: 44.008625, Lng: -87.721083), Route carried "under" structure: County highway , Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 1,700 (year 2021), Features Intersected: CTH C, Facility Carried by Structure: IH 43 SB
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.1m (95.5ft)
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Structure Number: B360051, Location: 0.2M W JCT CTH CR (Lat: 44.008167, Lng: -87.721244), Route carried "under" structure: County highway , Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 1,700 (year 2021), Features Intersected: CTH C, Facility Carried by Structure: IH 43 NB
Minimum Vertical Clearance: 5.22m (17.13ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.1m (95.5ft)
Structure Number: B360051, Location: 0.2M W JCT CTH CR (Lat: 44.008167, Lng: -87.721244), Route carried "under" structure: County highway , Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 1,700 (year 2021), Features Intersected: CTH C, Facility Carried by Structure: IH 43 NB
Minimum Vertical Clearance: 5.22m (17.13ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.1m (95.5ft)
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Structure Number: B360052, Location: 1.0M W JCT CTH LS (Lat: 44.023381, Lng: -87.708661), Route carried "under" structure: City street , Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 450 (year 2021), Features Intersected: LRD CARSTENS LAKE RD, Facility Carried by Structure: IH 43 SB
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
Structure Number: B360052, Location: 1.0M W JCT CTH LS (Lat: 44.023381, Lng: -87.708661), Route carried "under" structure: City street , Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 450 (year 2021), Features Intersected: LRD CARSTENS LAKE RD, Facility Carried by Structure: IH 43 SB
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
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Structure Number: B360053, Location: 1.0M W JCT CTH LS (Lat: 44.023033, Lng: -87.708350), Route carried "under" structure: City street , Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 450 (year 2021), Features Intersected: LRD CARSTENS LAKE RD, Facility Carried by Structure: IH 43 NB
Minimum Vertical Clearance: 5.94m (19.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
Structure Number: B360053, Location: 1.0M W JCT CTH LS (Lat: 44.023033, Lng: -87.708350), Route carried "under" structure: City street , Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 450 (year 2021), Features Intersected: LRD CARSTENS LAKE RD, Facility Carried by Structure: IH 43 NB
Minimum Vertical Clearance: 5.94m (19.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
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Structure Number: B360056, Location: 3.0M E JCT STH 42 (Lat: 44.037961, Lng: -87.706225), Route carried "under" structure: City street , Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 450 (year 2021), Features Intersected: LRD CLOVER RD, Facility Carried by Structure: IH 43 SB
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: 17.4m (57.1ft)
Structure Number: B360056, Location: 3.0M E JCT STH 42 (Lat: 44.037961, Lng: -87.706225), Route carried "under" structure: City street , Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 450 (year 2021), Features Intersected: LRD CLOVER RD, Facility Carried by Structure: IH 43 SB
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: 17.4m (57.1ft)
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Structure Number: B360057, Location: 3.0M E JCT STH 42 (Lat: 44.037653, Lng: -87.705722), Route carried "under" structure: City street , Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 450 (year 2021), Features Intersected: LRD CLOVER RD, Facility Carried by Structure: IH 43 NB
Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 17.4m (57.1ft)
Structure Number: B360057, Location: 3.0M E JCT STH 42 (Lat: 44.037653, Lng: -87.705722), Route carried "under" structure: City street , Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 450 (year 2021), Features Intersected: LRD CLOVER RD, Facility Carried by Structure: IH 43 NB
Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 17.4m (57.1ft)
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Structure Number: B360059, Location: 9.5M N JCT CTH XX (Lat: 44.052364, Lng: -87.706389), Route carried "under" structure: Interstate 43, Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 19,700 (year 2021), Truck Traffic: 16%, Features Intersected: IH 43, Facility Carried by Structure: LRD SILVER CREEK R
Minimum Vertical Clearance: 4.96m (16.27ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
Structure Number: B360059, Location: 9.5M N JCT CTH XX (Lat: 44.052364, Lng: -87.706389), Route carried "under" structure: Interstate 43, Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 19,700 (year 2021), Truck Traffic: 16%, Features Intersected: IH 43, Facility Carried by Structure: LRD SILVER CREEK R
Minimum Vertical Clearance: 4.96m (16.27ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
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Structure Number: B360231, Location: 0.1M W JCT CTH CR (Lat: 43.994006, Lng: -87.729225), Route carried "under" structure: City street , Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 250 (year 2021), Features Intersected: LRD NEWTON RD, Facility Carried by Structure: IH 43 SB
Minimum Vertical Clearance: 4.51m (14.80ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 18.4m (60.4ft)
Structure Number: B360231, Location: 0.1M W JCT CTH CR (Lat: 43.994006, Lng: -87.729225), Route carried "under" structure: City street , Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 250 (year 2021), Features Intersected: LRD NEWTON RD, Facility Carried by Structure: IH 43 SB
Minimum Vertical Clearance: 4.51m (14.80ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 18.4m (60.4ft)