Bridge Statistics for Rothschild, Wisconsin (WI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 495ft / 151mTotal length
- $4,810,000Total costs
- 352,204Total average daily traffic
- 26,672Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Rothschild
- No street view available for this location
- New bridges - historical statistics
- 31960-1969
- 51970-1979
- 21980-1989
- 22000-2009
- 62010-2019
- Reconstructed bridges - Historical Statistics
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 7.7%Very good
- 76.9%Good
- 7.7%Satisfactory
- 7.7%Fair
- Bridge Condition - Superstructure
- 30.8%Very good
- 61.5%Good
- 7.7%Fair
- Bridge Condition - Substructure
- 15.4%Very good
- 61.5%Good
- 15.4%Satisfactory
- 7.7%Poor
- Bridge Condition - Channel
- 62.5%Very good
- 37.5%Good
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Structure Number: B370062, Location: 0.4M E JCT STH 49 (Lat: 44.710489, Lng: -89.256647), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 338 (year 2019), Average Future Daily Traffic: 371 (year 2040), Design Load: H 15, Features Intersected: LITTLE WOLF RIVER, Facility Carried by Structure: CTH VV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 41.0 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Bridge Improvement Cost: $146,000, Roadway Improvement Cost: $14,000, Total Project Cost: $220,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B370062, Location: 0.4M E JCT STH 49 (Lat: 44.710489, Lng: -89.256647), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 338 (year 2019), Average Future Daily Traffic: 371 (year 2040), Design Load: H 15, Features Intersected: LITTLE WOLF RIVER, Facility Carried by Structure: CTH VV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 41.0 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Bridge Improvement Cost: $146,000, Roadway Improvement Cost: $14,000, Total Project Cost: $220,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B370063, Location: 2.4M W JCT CTH X (Lat: 44.896217, Lng: -89.614417), Route carried "on" structure: State highway 29, Year Built: 1971, Status: Open, Structure Length: 10.81m (35.47ft), Average Daily Traffic: 38,200 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 46,300 (year 2040), Design Load: HS 20, Features Intersected: USH 51 BUS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 65.0 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B370063, Location: 2.4M W JCT CTH X (Lat: 44.896217, Lng: -89.614417), Route carried "on" structure: State highway 29, Year Built: 1971, Status: Open, Structure Length: 10.81m (35.47ft), Average Daily Traffic: 38,200 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 46,300 (year 2040), Design Load: HS 20, Features Intersected: USH 51 BUS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 65.0 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: 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: B370075, Location: 0.4M N JCT USH B51 TO N (Lat: 44.866819, Lng: -89.644000), Route carried "on" structure: Interstate 39, Year Built: 1961, Status: Open, Structure Length: 19.60m (64.30ft), Average Daily Traffic: 16,800 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 33,800 (year 2039), Design Load: HS 20, Features Intersected: WISCONSIN RIVER 27
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: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 18.6m (61.0ft), Out-to-Out Width: 19.4m (63.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: October 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B370075, Location: 0.4M N JCT USH B51 TO N (Lat: 44.866819, Lng: -89.644000), Route carried "on" structure: Interstate 39, Year Built: 1961, Status: Open, Structure Length: 19.60m (64.30ft), Average Daily Traffic: 16,800 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 33,800 (year 2039), Design Load: HS 20, Features Intersected: WISCONSIN RIVER 27
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: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 18.6m (61.0ft), Out-to-Out Width: 19.4m (63.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: October 2017, 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: B370079, Location: 2.5M W JCT CTH X (Lat: 44.896903, Lng: -89.617192), Route carried "on" structure: State highway 29, Year Built: 1972, Status: Open, Structure Length: 24.22m (79.46ft), Average Daily Traffic: 37,800 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 27,800 (year 2040), Design Load: HS 20, Features Intersected: WISCONSIN RIVER 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 52.4m (171.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 41.0 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 24.66m (80.91ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: October 2021, Bridge Improvement Cost: $3,060,000, Roadway Improvement Cost: $306,000, Total Project Cost: $4,590,000 ( 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: B370079, Location: 2.5M W JCT CTH X (Lat: 44.896903, Lng: -89.617192), Route carried "on" structure: State highway 29, Year Built: 1972, Status: Open, Structure Length: 24.22m (79.46ft), Average Daily Traffic: 37,800 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 27,800 (year 2040), Design Load: HS 20, Features Intersected: WISCONSIN RIVER 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 52.4m (171.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 41.0 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 24.66m (80.91ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: October 2021, Bridge Improvement Cost: $3,060,000, Roadway Improvement Cost: $306,000, Total Project Cost: $4,590,000 ( 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: B370082, Location: 1.0M S JCT CTH JJ (Lat: 44.893947, Lng: -89.592742), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 7.00m (22.97ft), Average Daily Traffic: 3,700 (year 2019), Average Future Daily Traffic: 3,700 (year 2039), Design Load: HS 20, Features Intersected: STH 29, Facility Carried by Structure: LRD ALDERSON ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.0m (118.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.0m, Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 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: B370082, Location: 1.0M S JCT CTH JJ (Lat: 44.893947, Lng: -89.592742), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 7.00m (22.97ft), Average Daily Traffic: 3,700 (year 2019), Average Future Daily Traffic: 3,700 (year 2039), Design Load: HS 20, Features Intersected: STH 29, Facility Carried by Structure: LRD ALDERSON ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.0m (118.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.0m, Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 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: B370108, Location: 2.6M S JCT STH 29 TO E (Lat: 44.868356, Lng: -89.645261), Route carried "on" structure: Interstate 39, Year Built: 1968, Year Reconstructed: 2014, Status: Open, Structure Length: 19.60m (64.30ft), Average Daily Traffic: 17,300 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 33,800 (year 2039), Design Load: HS 20, Features Intersected: WISCONSIN RIVER 26
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: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 42.6m (139.8ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: October 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: B370108, Location: 2.6M S JCT STH 29 TO E (Lat: 44.868356, Lng: -89.645261), Route carried "on" structure: Interstate 39, Year Built: 1968, Year Reconstructed: 2014, Status: Open, Structure Length: 19.60m (64.30ft), Average Daily Traffic: 17,300 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 33,800 (year 2039), Design Load: HS 20, Features Intersected: WISCONSIN RIVER 26
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: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 42.6m (139.8ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: October 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: B370136, Location: 1.5M E JCT USH 51 TO S (Lat: 44.897106, Lng: -89.620286), Route carried "on" structure: State highway 29, Year Built: 1972, Year Reconstructed: 2016, Status: Open, Structure Length: 24.22m (79.46ft), Average Daily Traffic: 28,400 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 46,300 (year 2040), Design Load: HS 20, Features Intersected: WISCONSIN RIVER 28
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: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 52.4m (171.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 41.0 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B370136, Location: 1.5M E JCT USH 51 TO S (Lat: 44.897106, Lng: -89.620286), Route carried "on" structure: State highway 29, Year Built: 1972, Year Reconstructed: 2016, Status: Open, Structure Length: 24.22m (79.46ft), Average Daily Traffic: 28,400 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 46,300 (year 2040), Design Load: HS 20, Features Intersected: WISCONSIN RIVER 28
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: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 52.4m (171.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 41.0 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B370381, Location: 0.1 MI. E. JCT OF BUS. 51 (Lat: 44.868611, Lng: -89.636250), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 5.81m (19.06ft), Average Daily Traffic: 8,505 (year 2019), Average Future Daily Traffic: 9,355 (year 2035), Design Load: HS 20, Features Intersected: CEDAR CREEK, Facility Carried by Structure: CTH EAGLE NEST BLV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 68.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B370381, Location: 0.1 MI. E. JCT OF BUS. 51 (Lat: 44.868611, Lng: -89.636250), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 5.81m (19.06ft), Average Daily Traffic: 8,505 (year 2019), Average Future Daily Traffic: 9,355 (year 2035), Design Load: HS 20, Features Intersected: CEDAR CREEK, Facility Carried by Structure: CTH EAGLE NEST BLV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 68.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B37039, Location: 1.8M E JCT CTH M (Lat: 44.786156, Lng: -89.977964), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 9.66m (31.69ft), Average Daily Traffic: 131 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 144 (year 2039), Design Load: HS 20, Features Intersected: EAU PLEINE FLOWAGE, Facility Carried by Structure: LRD BALSAM 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), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.1m (105.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: October 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B37039, Location: 1.8M E JCT CTH M (Lat: 44.786156, Lng: -89.977964), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 9.66m (31.69ft), Average Daily Traffic: 131 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 144 (year 2039), Design Load: HS 20, Features Intersected: EAU PLEINE FLOWAGE, Facility Carried by Structure: LRD BALSAM 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), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.1m (105.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: October 2019, 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: B370396, Location: AT INTERSECTION (Lat: 44.863417, Lng: -89.641167), Route carried "on" structure: Interstate 39, Year Built: 2012, Status: Open, Structure Length: 9.17m (30.09ft), Average Daily Traffic: 39,600 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 51,000 (year 2039), Design Load: HL 93, Features Intersected: USH BUS 51 & R.R.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 44.2m (145.0ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.9m (68.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 41.5 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 minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B370396, Location: AT INTERSECTION (Lat: 44.863417, Lng: -89.641167), Route carried "on" structure: Interstate 39, Year Built: 2012, Status: Open, Structure Length: 9.17m (30.09ft), Average Daily Traffic: 39,600 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 51,000 (year 2039), Design Load: HL 93, Features Intersected: USH BUS 51 & R.R.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 44.2m (145.0ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.9m (68.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 41.5 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 minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: B370397, Location: 2.9 MI. S. JCT STH 29 TO (Lat: 44.863769, Lng: -89.641972), Route carried "on" structure: Interstate 39, Year Built: 2013, Status: Open, Structure Length: 9.26m (30.38ft), Average Daily Traffic: 39,600 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 51,000 (year 2039), Design Load: HL 93, Features Intersected: USH BUS 51
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.9m (85.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 44.4m (145.7ft), Curb-To-Curb Width: 25.3m (83.0ft), Out-to-Out Width: 26.7m (87.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 42.4 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: 32.7 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: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B370397, Location: 2.9 MI. S. JCT STH 29 TO (Lat: 44.863769, Lng: -89.641972), Route carried "on" structure: Interstate 39, Year Built: 2013, Status: Open, Structure Length: 9.26m (30.38ft), Average Daily Traffic: 39,600 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 51,000 (year 2039), Design Load: HL 93, Features Intersected: USH BUS 51
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.9m (85.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 44.4m (145.7ft), Curb-To-Curb Width: 25.3m (83.0ft), Out-to-Out Width: 26.7m (87.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 42.4 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: 32.7 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: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 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: B370421, Location: 1.2 MILE N. OF BUS 51 (Lat: 44.880003, Lng: -89.643056), Route carried "on" structure: City street , Year Built: 2011, Status: Open, Structure Length: 6.94m (22.77ft), Average Daily Traffic: 230 (year 2019), Average Future Daily Traffic: 340 (year 2037), Design Load: HL 93, Features Intersected: IH 39 NB, Facility Carried by Structure: LRD FOX GLOVE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 51.8 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: 39.9 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: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B370421, Location: 1.2 MILE N. OF BUS 51 (Lat: 44.880003, Lng: -89.643056), Route carried "on" structure: City street , Year Built: 2011, Status: Open, Structure Length: 6.94m (22.77ft), Average Daily Traffic: 230 (year 2019), Average Future Daily Traffic: 340 (year 2037), Design Load: HL 93, Features Intersected: IH 39 NB, Facility Carried by Structure: LRD FOX GLOVE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 51.8 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: 39.9 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: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2018, 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: B370443, Location: 0.5M N JCT USH 51 (Lat: 44.867475, Lng: -89.639039), Route carried "on" structure: Business US 51, Year Built: 2015, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 9,600 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 20,200 (year 2039), Design Load: HL 93, Features Intersected: CEDAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 26.4m (86.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, 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: Better than present minimum criteria, Deck Geometry: Superior 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: B370443, Location: 0.5M N JCT USH 51 (Lat: 44.867475, Lng: -89.639039), Route carried "on" structure: Business US 51, Year Built: 2015, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 9,600 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 20,200 (year 2039), Design Load: HL 93, Features Intersected: CEDAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 26.4m (86.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, 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: Better than present minimum criteria, Deck Geometry: Superior 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: B370063, Location: 2.9M N JCT USH 51 (Lat: 44.896217, Lng: -89.614417), Route carried "under" structure: Business US 51, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 18,400 (year 2019), Truck Traffic: 3%, Features Intersected: USH 51 BUS, Facility Carried by Structure: STH 29 WB
Minimum Vertical Clearance: 7.89m (25.89ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft)
Structure Number: B370063, Location: 2.9M N JCT USH 51 (Lat: 44.896217, Lng: -89.614417), Route carried "under" structure: Business US 51, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 18,400 (year 2019), Truck Traffic: 3%, Features Intersected: USH 51 BUS, Facility Carried by Structure: STH 29 WB
Minimum Vertical Clearance: 7.89m (25.89ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft)
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Structure Number: B370082, Location: 1.5M E JCT USH 51 BUS (Lat: 44.893947, Lng: -89.592742), Route carried "under" structure: State highway 29, Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 28,400 (year 2019), Truck Traffic: 2%, Features Intersected: STH 29, Facility Carried by Structure: LRD ALDERSON ST
Minimum Vertical Clearance: 5.01m (16.44ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.0m (118.1ft)
Structure Number: B370082, Location: 1.5M E JCT USH 51 BUS (Lat: 44.893947, Lng: -89.592742), Route carried "under" structure: State highway 29, Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 28,400 (year 2019), Truck Traffic: 2%, Features Intersected: STH 29, Facility Carried by Structure: LRD ALDERSON ST
Minimum Vertical Clearance: 5.01m (16.44ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.0m (118.1ft)
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Structure Number: B37014, Location: 2.9M N JCT USH 51 (Lat: 44.896236, Lng: -89.616106), Route carried "under" structure: Business US 51, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 18,400 (year 2019), Truck Traffic: 3%, Features Intersected: USH 51 BUS, Facility Carried by Structure: STH 29 EB
Minimum Vertical Clearance: 7.66m (25.13ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft)
Structure Number: B37014, Location: 2.9M N JCT USH 51 (Lat: 44.896236, Lng: -89.616106), Route carried "under" structure: Business US 51, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 18,400 (year 2019), Truck Traffic: 3%, Features Intersected: USH 51 BUS, Facility Carried by Structure: STH 29 EB
Minimum Vertical Clearance: 7.66m (25.13ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft)
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Structure Number: B370397, Location: 0.2 MI S JCT IMPERIAL AVE (Lat: 44.863769, Lng: -89.641972), Route carried "under" structure: US 51, Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 14,100 (year 2019), Truck Traffic: 10%, Features Intersected: USH BUS 51
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.4m (145.7ft)
Structure Number: B370397, Location: 0.2 MI S JCT IMPERIAL AVE (Lat: 44.863769, Lng: -89.641972), Route carried "under" structure: US 51, Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 14,100 (year 2019), Truck Traffic: 10%, Features Intersected: USH BUS 51
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.4m (145.7ft)
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Structure Number: B370421, Location: AT FOX GLOVE RD (Lat: 44.880003, Lng: -89.643056), Route carried "under" structure: Interstate 39, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 32,700 (year 2019), Truck Traffic: 12%, Features Intersected: IH 39 NB, Facility Carried by Structure: LRD FOX GLOVE RD
Minimum Vertical Clearance: 5.12m (16.80ft), 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: 36.3m (119.1ft)
Structure Number: B370421, Location: AT FOX GLOVE RD (Lat: 44.880003, Lng: -89.643056), Route carried "under" structure: Interstate 39, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 32,700 (year 2019), Truck Traffic: 12%, Features Intersected: IH 39 NB, Facility Carried by Structure: LRD FOX GLOVE RD
Minimum Vertical Clearance: 5.12m (16.80ft), 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: 36.3m (119.1ft)