Bridge Statistics for Amherst Junction, Wisconsin (WI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 200ft / 61.1mTotal length
- $1,051,000Total costs
- 115,824Total average daily traffic
- 968Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Amherst Junction
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 11930-1939
- 11960-1969
- 172000-2009
- Bridge Condition - Deck
- 83.3%Good
- 8.3%Satisfactory
- 8.3%Fair
- Bridge Condition - Superstructure
- 25.0%Very good
- 66.7%Good
- 8.3%Fair
- Bridge Condition - Substructure
- 83.3%Good
- 8.3%Fair
- 8.3%Poor
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Structure Number: B490035, Location: 0.4M E JCT CTY Q (Lat: 44.467261, Lng: -89.306861), Route carried "on" structure: City street , Year Built: 1968, Year Reconstructed: 2006, Status: Open, Structure Length: 9.11m (29.89ft), Average Daily Traffic: 3,438 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 3,781 (year 2039), Design Load: HS 20, Features Intersected: WCL RR, Facility Carried by Structure: LRD CTH KK (OLD US
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 continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 41.6m (136.5ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 50.6 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B490035, Location: 0.4M E JCT CTY Q (Lat: 44.467261, Lng: -89.306861), Route carried "on" structure: City street , Year Built: 1968, Year Reconstructed: 2006, Status: Open, Structure Length: 9.11m (29.89ft), Average Daily Traffic: 3,438 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 3,781 (year 2039), Design Load: HS 20, Features Intersected: WCL RR, Facility Carried by Structure: LRD CTH KK (OLD US
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 continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 41.6m (136.5ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 50.6 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B490109, Location: AT CTH Q (Lat: 44.445456, Lng: -89.309847), Route carried "on" structure: US 10, Year Built: 2004, Status: Open, Structure Length: 2.98m (9.78ft), Average Daily Traffic: 14,200 (year 2019), Average Future Daily Traffic: 14,500 (year 2039), Design Load: HS 20, Features Intersected: CTH Q
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: 11.9m (39.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 82.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B490109, Location: AT CTH Q (Lat: 44.445456, Lng: -89.309847), Route carried "on" structure: US 10, Year Built: 2004, Status: Open, Structure Length: 2.98m (9.78ft), Average Daily Traffic: 14,200 (year 2019), Average Future Daily Traffic: 14,500 (year 2039), Design Load: HS 20, Features Intersected: CTH Q
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: 11.9m (39.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 82.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B49011, Location: AT Q (Lat: 44.445783, Lng: -89.309606), Route carried "on" structure: US 10, Year Built: 2004, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 14,200 (year 2019), Average Future Daily Traffic: 14,500 (year 2037), Design Load: HS 20, Features Intersected: CTH Q
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: 11.9m (39.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 82.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: July 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B49011, Location: AT Q (Lat: 44.445783, Lng: -89.309606), Route carried "on" structure: US 10, Year Built: 2004, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 14,200 (year 2019), Average Future Daily Traffic: 14,500 (year 2037), Design Load: HS 20, Features Intersected: CTH Q
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: 11.9m (39.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 82.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: July 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B490111, Location: AT CTH B (Lat: 44.454042, Lng: -89.312692), Route carried "on" structure: US 10, Year Built: 2004, Status: Open, Structure Length: 5.32m (17.45ft), Average Daily Traffic: 7,000 (year 2019), Average Future Daily Traffic: 14,500 (year 2039), Design Load: HS 20, Features Intersected: CTH B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.0m (85.3ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 82.0 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 48 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B490111, Location: AT CTH B (Lat: 44.454042, Lng: -89.312692), Route carried "on" structure: US 10, Year Built: 2004, Status: Open, Structure Length: 5.32m (17.45ft), Average Daily Traffic: 7,000 (year 2019), Average Future Daily Traffic: 14,500 (year 2039), Design Load: HS 20, Features Intersected: CTH B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.0m (85.3ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 82.0 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 48 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B490112, Location: AT CTH B (Lat: 44.453569, Lng: -89.312206), Route carried "on" structure: US 10, Year Built: 2004, Status: Open, Structure Length: 5.32m (17.45ft), Average Daily Traffic: 7,200 (year 2019), Average Future Daily Traffic: 14,500 (year 2037), Design Load: HS 20, Features Intersected: CTH B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.0m (85.3ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 82.0 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 48 months, Inspection Date: July 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B490112, Location: AT CTH B (Lat: 44.453569, Lng: -89.312206), Route carried "on" structure: US 10, Year Built: 2004, Status: Open, Structure Length: 5.32m (17.45ft), Average Daily Traffic: 7,200 (year 2019), Average Future Daily Traffic: 14,500 (year 2037), Design Load: HS 20, Features Intersected: CTH B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.0m (85.3ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 82.0 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 48 months, Inspection Date: July 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B490113, Location: AT LAKE EMILY RD (Lat: 44.468458, Lng: -89.319131), Route carried "on" structure: US 10, Year Built: 2004, Status: Open, Structure Length: 6.67m (21.88ft), Average Daily Traffic: 12,800 (year 2019), Average Future Daily Traffic: 10,500 (year 2039), Design Load: HS 20, Features Intersected: LRD LAKE EMILY 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: 11.9m (39.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.7m (107.3ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 75.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B490113, Location: AT LAKE EMILY RD (Lat: 44.468458, Lng: -89.319131), Route carried "on" structure: US 10, Year Built: 2004, Status: Open, Structure Length: 6.67m (21.88ft), Average Daily Traffic: 12,800 (year 2019), Average Future Daily Traffic: 10,500 (year 2039), Design Load: HS 20, Features Intersected: LRD LAKE EMILY 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: 11.9m (39.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.7m (107.3ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 75.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B490114, Location: AT LAKE EMILY RD (Lat: 44.468017, Lng: -89.318225), Route carried "on" structure: US 10, Year Built: 2004, Status: Open, Structure Length: 6.67m (21.88ft), Average Daily Traffic: 12,800 (year 2019), Average Future Daily Traffic: 14,500 (year 2037), Design Load: HS 20, Features Intersected: LRD LAKE EMILY 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: 11.9m (39.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.7m (107.3ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 75.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: July 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B490114, Location: AT LAKE EMILY RD (Lat: 44.468017, Lng: -89.318225), Route carried "on" structure: US 10, Year Built: 2004, Status: Open, Structure Length: 6.67m (21.88ft), Average Daily Traffic: 12,800 (year 2019), Average Future Daily Traffic: 14,500 (year 2037), Design Load: HS 20, Features Intersected: LRD LAKE EMILY 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: 11.9m (39.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.7m (107.3ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 75.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: July 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B490115, Location: AT CANADIAN NATIONAL RR (Lat: 44.472144, Lng: -89.322497), Route carried "on" structure: US 10, Year Built: 2004, Status: Open, Structure Length: 8.16m (26.77ft), Average Daily Traffic: 12,800 (year 2019), Average Future Daily Traffic: 14,500 (year 2039), Design Load: HS 20, Features Intersected: CANADIAN NATIONAL RR
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: 11.9m (39.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.9m (130.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 45.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B490115, Location: AT CANADIAN NATIONAL RR (Lat: 44.472144, Lng: -89.322497), Route carried "on" structure: US 10, Year Built: 2004, Status: Open, Structure Length: 8.16m (26.77ft), Average Daily Traffic: 12,800 (year 2019), Average Future Daily Traffic: 14,500 (year 2039), Design Load: HS 20, Features Intersected: CANADIAN NATIONAL RR
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: 11.9m (39.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.9m (130.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 45.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B490116, Location: AT CANADIAN NATIONAL RR (Lat: 44.471311, Lng: -89.321178), Route carried "on" structure: US 10, Year Built: 2004, Status: Open, Structure Length: 8.16m (26.77ft), Average Daily Traffic: 7,100 (year 2019), Average Future Daily Traffic: 14,500 (year 2037), Design Load: HS 20, Features Intersected: CANADIAN NATIONAL RR
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: 11.9m (39.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.9m (130.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B490116, Location: AT CANADIAN NATIONAL RR (Lat: 44.471311, Lng: -89.321178), Route carried "on" structure: US 10, Year Built: 2004, Status: Open, Structure Length: 8.16m (26.77ft), Average Daily Traffic: 7,100 (year 2019), Average Future Daily Traffic: 14,500 (year 2037), Design Load: HS 20, Features Intersected: CANADIAN NATIONAL RR
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: 11.9m (39.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.9m (130.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B490122, Location: AT LAKE RD (Lat: 44.474219, Lng: -89.324414), Route carried "on" structure: US 10, Year Built: 2004, Status: Open, Structure Length: 4.09m (13.42ft), Average Daily Traffic: 7,300 (year 2019), Average Future Daily Traffic: 14,500 (year 2039), Design Load: HS 20, Features Intersected: LRD 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: 11.9m (39.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.3m (128.9ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.54m (14.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $563,000, Roadway Improvement Cost: $56,000, Total Project Cost: $845,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B490122, Location: AT LAKE RD (Lat: 44.474219, Lng: -89.324414), Route carried "on" structure: US 10, Year Built: 2004, Status: Open, Structure Length: 4.09m (13.42ft), Average Daily Traffic: 7,300 (year 2019), Average Future Daily Traffic: 14,500 (year 2039), Design Load: HS 20, Features Intersected: LRD 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: 11.9m (39.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.3m (128.9ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.54m (14.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $563,000, Roadway Improvement Cost: $56,000, Total Project Cost: $845,000 ( Estimate for 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: B490163, Location: 0.2 MI E. RIVER RD (Lat: 44.435778, Lng: -89.333444), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 52 (year 2019), Average Future Daily Traffic: 57 (year 2039), Design Load: HS 25 or greater, Features Intersected: BEAR CREEK, Facility Carried by Structure: LRD FOUNTAIN GROVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 78.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B490163, Location: 0.2 MI E. RIVER RD (Lat: 44.435778, Lng: -89.333444), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 52 (year 2019), Average Future Daily Traffic: 57 (year 2039), Design Load: HS 25 or greater, Features Intersected: BEAR CREEK, Facility Carried by Structure: LRD FOUNTAIN GROVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 78.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: P490705, Location: 0.1M S JCT USH 10 (Lat: 44.469192, Lng: -89.312572), Route carried "on" structure: County highway , Year Built: 1908, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 1,268 (year 2019), Average Future Daily Traffic: 1,394 (year 2035), Design Load: H 15, Features Intersected: WIS CENTRAL LIMITED RR, Facility Carried by Structure: CTH Q 2ND ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Railroad, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.5m (24.6ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2014, Bridge Improvement Cost: $137,000, Roadway Improvement Cost: $13,000, Total Project Cost: $206,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: P490705, Location: 0.1M S JCT USH 10 (Lat: 44.469192, Lng: -89.312572), Route carried "on" structure: County highway , Year Built: 1908, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 1,268 (year 2019), Average Future Daily Traffic: 1,394 (year 2035), Design Load: H 15, Features Intersected: WIS CENTRAL LIMITED RR, Facility Carried by Structure: CTH Q 2ND ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Railroad, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.5m (24.6ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2014, Bridge Improvement Cost: $137,000, Roadway Improvement Cost: $13,000, Total Project Cost: $206,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: B490109, Location: AT USH10 (Lat: 44.445456, Lng: -89.309847), Route carried "under" structure: County highway , Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 520 (year 2019), Features Intersected: CTH Q, Facility Carried by Structure: USH10 EB
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft)
Structure Number: B490109, Location: AT USH10 (Lat: 44.445456, Lng: -89.309847), Route carried "under" structure: County highway , Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 520 (year 2019), Features Intersected: CTH Q, Facility Carried by Structure: USH10 EB
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft)
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Structure Number: B49011, Location: AT USH10 (Lat: 44.445783, Lng: -89.309606), Route carried "under" structure: County highway , Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 520 (year 2019), Features Intersected: CTH Q, Facility Carried by Structure: USH 10 WB
Minimum Vertical Clearance: 4.69m (15.39ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft)
Structure Number: B49011, Location: AT USH10 (Lat: 44.445783, Lng: -89.309606), Route carried "under" structure: County highway , Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 520 (year 2019), Features Intersected: CTH Q, Facility Carried by Structure: USH 10 WB
Minimum Vertical Clearance: 4.69m (15.39ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft)
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Structure Number: B490111, Location: AT USH 10 (Lat: 44.454042, Lng: -89.312692), Route carried "under" structure: County highway , Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 2,900 (year 2019), Features Intersected: CTH B, Facility Carried by Structure: USH 10 EB
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.0m (85.3ft)
Structure Number: B490111, Location: AT USH 10 (Lat: 44.454042, Lng: -89.312692), Route carried "under" structure: County highway , Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 2,900 (year 2019), Features Intersected: CTH B, Facility Carried by Structure: USH 10 EB
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.0m (85.3ft)
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Structure Number: B490113, Location: AT USH 10 (Lat: 44.468458, Lng: -89.319131), Route carried "under" structure: City street , Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 650 (year 2019), Features Intersected: LRD LAKE EMILY RD, Facility Carried by Structure: USH 10 EB
Minimum Vertical Clearance: 5.19m (17.03ft), 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: 32.7m (107.3ft)
Structure Number: B490113, Location: AT USH 10 (Lat: 44.468458, Lng: -89.319131), Route carried "under" structure: City street , Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 650 (year 2019), Features Intersected: LRD LAKE EMILY RD, Facility Carried by Structure: USH 10 EB
Minimum Vertical Clearance: 5.19m (17.03ft), 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: 32.7m (107.3ft)
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Structure Number: B490114, Location: AT USH 10 (Lat: 44.468017, Lng: -89.318225), Route carried "under" structure: City street , Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 650 (year 2019), Features Intersected: LRD LAKE EMILY RD, Facility Carried by Structure: USH 10 WB
Minimum Vertical Clearance: 4.93m (16.17ft), 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: 32.7m (107.3ft)
Structure Number: B490114, Location: AT USH 10 (Lat: 44.468017, Lng: -89.318225), Route carried "under" structure: City street , Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 650 (year 2019), Features Intersected: LRD LAKE EMILY RD, Facility Carried by Structure: USH 10 WB
Minimum Vertical Clearance: 4.93m (16.17ft), 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: 32.7m (107.3ft)
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Structure Number: B490121, Location: AT USH 10 (Lat: 44.473992, Lng: -89.324797), Route carried "under" structure: City street , Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 880 (year 2019), Features Intersected: LRD LAKE RD, Facility Carried by Structure: USH 10 EB
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.3m (128.9ft)
Structure Number: B490121, Location: AT USH 10 (Lat: 44.473992, Lng: -89.324797), Route carried "under" structure: City street , Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 880 (year 2019), Features Intersected: LRD LAKE RD, Facility Carried by Structure: USH 10 EB
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.3m (128.9ft)
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Structure Number: B490122, Location: AT USH 10 (Lat: 44.474219, Lng: -89.324414), Route carried "under" structure: City street , Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 880 (year 2019), Features Intersected: LRD LAKE RD, Facility Carried by Structure: USH 10 WB
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.3m (128.9ft)
Structure Number: B490122, Location: AT USH 10 (Lat: 44.474219, Lng: -89.324414), Route carried "under" structure: City street , Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 880 (year 2019), Features Intersected: LRD LAKE RD, Facility Carried by Structure: USH 10 WB
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.3m (128.9ft)
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Structure Number: B490743, Location: AT FV&RR (Lat: 44.469397, Lng: -89.309703), Route carried "under" structure: County highway , Year Built: 1931, Structure Length: 0. m, Average Daily Traffic: 8,666 (year 2019), Truck Traffic: 8%, Features Intersected: CTH HWY KK, Facility Carried by Structure: TOMORROW RIVER STA
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.4m (63.6ft)
Structure Number: B490743, Location: AT FV&RR (Lat: 44.469397, Lng: -89.309703), Route carried "under" structure: County highway , Year Built: 1931, Structure Length: 0. m, Average Daily Traffic: 8,666 (year 2019), Truck Traffic: 8%, Features Intersected: CTH HWY KK, Facility Carried by Structure: TOMORROW RIVER STA
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.4m (63.6ft)