Bridge Statistics for Oconto, Wisconsin (WI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 246ft / 75.3mTotal length
- 71,160Total average daily traffic
- 793Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Oconto
- No street view available for this location
- New bridges - historical statistics
- 11980-1989
- 11990-1999
- 152000-2009
- Bridge Condition - Deck
- 75.0%Very good
- 25.0%Fair
- Bridge Condition - Superstructure
- 75.0%Very good
- 12.5%Satisfactory
- 12.5%Fair
- Bridge Condition - Substructure
- 75.0%Very good
- 12.5%Satisfactory
- 12.5%Fair
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Structure Number: B420032, Location: 5.6M N JCT CTH SS (Lat: 44.883333, Lng: -87.885000), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 5.56m (18.24ft), Average Daily Traffic: 9,921 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 10,913 (year 2039), Design Load: HS 20, Features Intersected: OCONTO RIVER, Facility Carried by Structure: LRD BRAZEAU AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 63.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B420032, Location: 5.6M N JCT CTH SS (Lat: 44.883333, Lng: -87.885000), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 5.56m (18.24ft), Average Daily Traffic: 9,921 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 10,913 (year 2039), Design Load: HS 20, Features Intersected: OCONTO RIVER, Facility Carried by Structure: LRD BRAZEAU AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 63.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 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: B420051, Location: 0.1M S JCT CTH Y (Lat: 44.884969, Lng: -87.864664), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 5,089 (year 2019), Average Future Daily Traffic: 5,597 (year 2039), Design Load: HS 20, Features Intersected: OCONTO RIVER, Facility Carried by Structure: CTH S COLLINS AV
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: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B420051, Location: 0.1M S JCT CTH Y (Lat: 44.884969, Lng: -87.864664), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 5,089 (year 2019), Average Future Daily Traffic: 5,597 (year 2039), Design Load: HS 20, Features Intersected: OCONTO RIVER, Facility Carried by Structure: CTH S COLLINS AV
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: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B420111, Location: AT OCONTO RIVER (Lat: 44.887067, Lng: -87.894900), Route carried "on" structure: US 41, Year Built: 2008, Status: Open, Structure Length: 21.88m (71.78ft), Average Daily Traffic: 4,950 (year 2021), Average Future Daily Traffic: 10,700 (year 2040), Design Load: HS 25 or greater, Features Intersected: LRD MCDONALD STREET
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: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 50.4m (165.4ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 82.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B420111, Location: AT OCONTO RIVER (Lat: 44.887067, Lng: -87.894900), Route carried "on" structure: US 41, Year Built: 2008, Status: Open, Structure Length: 21.88m (71.78ft), Average Daily Traffic: 4,950 (year 2021), Average Future Daily Traffic: 10,700 (year 2040), Design Load: HS 25 or greater, Features Intersected: LRD MCDONALD STREET
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: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 50.4m (165.4ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 82.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: 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: January 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: B420112, Location: AT OCONTO (Lat: 44.887067, Lng: -87.894900), Route carried "on" structure: US 41, Year Built: 2008, Status: Open, Structure Length: 22.55m (73.98ft), Average Daily Traffic: 4,950 (year 2021), Average Future Daily Traffic: 10,700 (year 2040), Design Load: HS 25 or greater, Features Intersected: LRD MCDONALD STREET
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: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 50.4m (165.4ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 0.0m, Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 86.5 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B420112, Location: AT OCONTO (Lat: 44.887067, Lng: -87.894900), Route carried "on" structure: US 41, Year Built: 2008, Status: Open, Structure Length: 22.55m (73.98ft), Average Daily Traffic: 4,950 (year 2021), Average Future Daily Traffic: 10,700 (year 2040), Design Load: HS 25 or greater, Features Intersected: LRD MCDONALD STREET
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: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 50.4m (165.4ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 0.0m, Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 86.5 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: 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: January 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: B420114, Location: AT STH 22 (Lat: 44.892400, Lng: -87.897467), Route carried "on" structure: US 41, Year Built: 2009, Status: Open, Structure Length: 5.63m (18.47ft), Average Daily Traffic: 4,750 (year 2021), Average Future Daily Traffic: 10,200 (year 2040), Design Load: HS 25 or greater, Features Intersected: STH 22
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, 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: 27.4m (89.9ft), Curb-To-Curb Width: 18.1m (59.4ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 84.9 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B420114, Location: AT STH 22 (Lat: 44.892400, Lng: -87.897467), Route carried "on" structure: US 41, Year Built: 2009, Status: Open, Structure Length: 5.63m (18.47ft), Average Daily Traffic: 4,750 (year 2021), Average Future Daily Traffic: 10,200 (year 2040), Design Load: HS 25 or greater, Features Intersected: STH 22
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, 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: 27.4m (89.9ft), Curb-To-Curb Width: 18.1m (59.4ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 84.9 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 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: B420115, Location: AT STH 22 (Lat: 44.891850, Lng: -87.896483), Route carried "on" structure: US 41, Year Built: 2009, Status: Open, Structure Length: 5.63m (18.47ft), Average Daily Traffic: 4,800 (year 2021), Average Future Daily Traffic: 10,200 (year 2040), Design Load: HS 25 or greater, Features Intersected: STH 22 NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 88.2 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B420115, Location: AT STH 22 (Lat: 44.891850, Lng: -87.896483), Route carried "on" structure: US 41, Year Built: 2009, Status: Open, Structure Length: 5.63m (18.47ft), Average Daily Traffic: 4,800 (year 2021), Average Future Daily Traffic: 10,200 (year 2040), Design Load: HS 25 or greater, Features Intersected: STH 22 NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 88.2 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 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: B420116, Location: AT SOUTH RANGE LINE RD (Lat: 44.906150, Lng: -87.884950), Route carried "on" structure: US 41, Year Built: 2009, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 4,600 (year 2021), Average Future Daily Traffic: 12,150 (year 2040), Design Load: HS 25 or greater, Features Intersected: LRD SOUTH RANGE LINE ROA
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, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Inventory Rating: 56.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B420116, Location: AT SOUTH RANGE LINE RD (Lat: 44.906150, Lng: -87.884950), Route carried "on" structure: US 41, Year Built: 2009, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 4,600 (year 2021), Average Future Daily Traffic: 12,150 (year 2040), Design Load: HS 25 or greater, Features Intersected: LRD SOUTH RANGE LINE ROA
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, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Inventory Rating: 56.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 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: B420117, Location: AT SOUTH RANGE LINE RD (Lat: 44.905483, Lng: -87.885417), Route carried "on" structure: US 41, Year Built: 2009, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 4,600 (year 2021), Average Future Daily Traffic: 12,150 (year 2040), Design Load: HS 25 or greater, Features Intersected: LRD SOUTH RANGE LINE ROA
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, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Inventory Rating: 56.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B420117, Location: AT SOUTH RANGE LINE RD (Lat: 44.905483, Lng: -87.885417), Route carried "on" structure: US 41, Year Built: 2009, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 4,600 (year 2021), Average Future Daily Traffic: 12,150 (year 2040), Design Load: HS 25 or greater, Features Intersected: LRD SOUTH RANGE LINE ROA
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, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Inventory Rating: 56.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 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: B380108, Location: AT USH 41 (Lat: 45.041467, Lng: -87.735367), Route carried "under" structure: County highway , Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 2,400 (year 2018), Features Intersected: CTH B, Facility Carried by Structure: USH 41 SB
Minimum Vertical Clearance: 4.64m (15.22ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft)
Structure Number: B380108, Location: AT USH 41 (Lat: 45.041467, Lng: -87.735367), Route carried "under" structure: County highway , Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 2,400 (year 2018), Features Intersected: CTH B, Facility Carried by Structure: USH 41 SB
Minimum Vertical Clearance: 4.64m (15.22ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft)
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Structure Number: B380109, Location: AT USH 41 (Lat: 45.052833, Lng: -87.721733), Route carried "under" structure: City street , Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 1,400 (year 2020), Features Intersected: LRD OLD PESHTIGO RD, Facility Carried by Structure: USH 41 NB
Minimum Vertical Clearance: 4.71m (15.45ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft)
Structure Number: B380109, Location: AT USH 41 (Lat: 45.052833, Lng: -87.721733), Route carried "under" structure: City street , Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 1,400 (year 2020), Features Intersected: LRD OLD PESHTIGO RD, Facility Carried by Structure: USH 41 NB
Minimum Vertical Clearance: 4.71m (15.45ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft)
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Structure Number: B42011, Location: AT 41 (Lat: 44.874083, Lng: -87.895233), Route carried "under" structure: US 41, Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 9,500 (year 2021), Features Intersected: USH 41
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.1m (134.8ft)
Structure Number: B42011, Location: AT 41 (Lat: 44.874083, Lng: -87.895233), Route carried "under" structure: US 41, Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 9,500 (year 2021), Features Intersected: USH 41
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.1m (134.8ft)
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Structure Number: B420111, Location: AT INTERSECTION (Lat: 44.887067, Lng: -87.894900), Route carried "under" structure: City street , Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 1,500 (year 2019), Features Intersected: LRD MCDONALD STREET, Facility Carried by Structure: USH 41 SB
Minimum Vertical Clearance: 4.58m (15.03ft), 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: 50.4m (165.4ft)
Structure Number: B420111, Location: AT INTERSECTION (Lat: 44.887067, Lng: -87.894900), Route carried "under" structure: City street , Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 1,500 (year 2019), Features Intersected: LRD MCDONALD STREET, Facility Carried by Structure: USH 41 SB
Minimum Vertical Clearance: 4.58m (15.03ft), 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: 50.4m (165.4ft)
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Structure Number: B420112, Location: AT USH 41 (Lat: 44.887067, Lng: -87.894900), Route carried "under" structure: City street , Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 1,500 (year 2021), Features Intersected: LRD MCDONALD STREET, Facility Carried by Structure: USH 41 NB
Minimum Vertical Clearance: 4.59m (15.06ft), 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: 50.4m (165.4ft)
Structure Number: B420112, Location: AT USH 41 (Lat: 44.887067, Lng: -87.894900), Route carried "under" structure: City street , Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 1,500 (year 2021), Features Intersected: LRD MCDONALD STREET, Facility Carried by Structure: USH 41 NB
Minimum Vertical Clearance: 4.59m (15.06ft), 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: 50.4m (165.4ft)
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Structure Number: B420114, Location: AT USH 41 (Lat: 44.892400, Lng: -87.897467), Route carried "under" structure: State highway 22, Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 4,800 (year 2021), Features Intersected: STH 22, Facility Carried by Structure: USH 41 SB
Minimum Vertical Clearance: 5.60m (18.37ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: B420114, Location: AT USH 41 (Lat: 44.892400, Lng: -87.897467), Route carried "under" structure: State highway 22, Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 4,800 (year 2021), Features Intersected: STH 22, Facility Carried by Structure: USH 41 SB
Minimum Vertical Clearance: 5.60m (18.37ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
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Structure Number: B420115, Location: AT USH 41 (Lat: 44.891850, Lng: -87.896483), Route carried "under" structure: State highway 22, Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 4,800 (year 2021), Features Intersected: STH 22 NB, Facility Carried by Structure: USH 41 NB
Minimum Vertical Clearance: 5.66m (18.57ft), 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: 27.4m (89.9ft)
Structure Number: B420115, Location: AT USH 41 (Lat: 44.891850, Lng: -87.896483), Route carried "under" structure: State highway 22, Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 4,800 (year 2021), Features Intersected: STH 22 NB, Facility Carried by Structure: USH 41 NB
Minimum Vertical Clearance: 5.66m (18.57ft), 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: 27.4m (89.9ft)
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Structure Number: B420116, Location: AT USH 41 (Lat: 44.906150, Lng: -87.884950), Route carried "under" structure: City street , Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 800 (year 2021), Features Intersected: LRD SOUTH RANGE LINE ROA, Facility Carried by Structure: USH 41 SB
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft)
Structure Number: B420116, Location: AT USH 41 (Lat: 44.906150, Lng: -87.884950), Route carried "under" structure: City street , Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 800 (year 2021), Features Intersected: LRD SOUTH RANGE LINE ROA, Facility Carried by Structure: USH 41 SB
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft)
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Structure Number: B420117, Location: AT USH 41 (Lat: 44.905483, Lng: -87.885417), Route carried "under" structure: City street , Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 800 (year 2021), Features Intersected: LRD SOUTH RANGE LINE ROA, Facility Carried by Structure: USH 41 NB
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft)
Structure Number: B420117, Location: AT USH 41 (Lat: 44.905483, Lng: -87.885417), Route carried "under" structure: City street , Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 800 (year 2021), Features Intersected: LRD SOUTH RANGE LINE ROA, Facility Carried by Structure: USH 41 NB
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft)