Bridge Statistics for Altoona, Wisconsin (WI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 469ft / 143mTotal length
- $2,426,000Total costs
- 313,058Total average daily traffic
- 3,081Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Altoona
- No street view available for this location
- New bridges - historical statistics
- 21960-1969
- 11990-1999
- 172000-2009
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 11980-1989
- Bridge Condition - Deck
- 7.1%Very good
- 71.4%Good
- 14.3%Satisfactory
- 7.1%Fair
- Bridge Condition - Superstructure
- 14.3%Very good
- 71.4%Good
- 14.3%Satisfactory
- Bridge Condition - Substructure
- 21.4%Very good
- 57.1%Good
- 21.4%Satisfactory
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Structure Number: B180044, Location: 0.9M W JCT STH 37 TO N (Lat: 44.785514, Lng: -91.543961), Route carried "on" structure: Interstate 94, Year Built: 1965, Year Reconstructed: 1992, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 11,100 (year 2019), Truck Traffic: 26%, Average Future Daily Traffic: 23,150 (year 2040), Design Load: HS 20+Mod, Features Intersected: CHIPPEWA RIVER OVERFLOW
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: 3, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 96 months, Inspection Date: August 2021, Other Special Inspection Date: October 2015, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B180044, Location: 0.9M W JCT STH 37 TO N (Lat: 44.785514, Lng: -91.543961), Route carried "on" structure: Interstate 94, Year Built: 1965, Year Reconstructed: 1992, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 11,100 (year 2019), Truck Traffic: 26%, Average Future Daily Traffic: 23,150 (year 2040), Design Load: HS 20+Mod, Features Intersected: CHIPPEWA RIVER OVERFLOW
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: 3, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 96 months, Inspection Date: August 2021, Other Special Inspection Date: October 2015, 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: B180047, Location: 0.7M E USH 53 (Lat: 44.807222, Lng: -91.459917), Route carried "on" structure: County highway , Year Built: 1962, Year Reconstructed: 1983, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 9,225 (year 2019), Average Future Daily Traffic: 10,147 (year 2039), Design Load: H 20, Features Intersected: OTTER CREEK, Facility Carried by Structure: CTH A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 50.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B180047, Location: 0.7M E USH 53 (Lat: 44.807222, Lng: -91.459917), Route carried "on" structure: County highway , Year Built: 1962, Year Reconstructed: 1983, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 9,225 (year 2019), Average Future Daily Traffic: 10,147 (year 2039), Design Load: H 20, Features Intersected: OTTER CREEK, Facility Carried by Structure: CTH A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 50.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B18015, Location: 3.7M N CTH M (Lat: 44.712278, Lng: -90.948000), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 1.54m (5.05ft), Average Daily Traffic: 358 (year 2019), Average Future Daily Traffic: 393 (year 2039), Design Load: HS 20, Features Intersected: HORSE CREEK, Facility Carried by Structure: CTH H
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), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B18015, Location: 3.7M N CTH M (Lat: 44.712278, Lng: -90.948000), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 1.54m (5.05ft), Average Daily Traffic: 358 (year 2019), Average Future Daily Traffic: 393 (year 2039), Design Load: HS 20, Features Intersected: HORSE CREEK, Facility Carried by Structure: CTH H
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), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 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: B180159, Location: AT USH 53 (Lat: 44.806878, Lng: -91.455728), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 3,900 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 7,150 (year 2038), Design Load: HS 20, Features Intersected: USH 53, Facility Carried by Structure: LRD SPOONER AVE
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: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.1m (125.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 18.8m (61.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 96.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B180159, Location: AT USH 53 (Lat: 44.806878, Lng: -91.455728), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 3,900 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 7,150 (year 2038), Design Load: HS 20, Features Intersected: USH 53, Facility Carried by Structure: LRD SPOONER AVE
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: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.1m (125.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 18.8m (61.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 96.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: July 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: B180161, Location: .3 M N OF USH 12 (Lat: 44.799083, Lng: -91.455583), Route carried "on" structure: US 53, Year Built: 2006, Status: Open, Structure Length: 8.12m (26.64ft), Average Daily Traffic: 20,000 (year 2019), Average Future Daily Traffic: 24,761 (year 2038), Design Load: HS 20, Features Intersected: OTTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 52.3 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2019, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B180161, Location: .3 M N OF USH 12 (Lat: 44.799083, Lng: -91.455583), Route carried "on" structure: US 53, Year Built: 2006, Status: Open, Structure Length: 8.12m (26.64ft), Average Daily Traffic: 20,000 (year 2019), Average Future Daily Traffic: 24,761 (year 2038), Design Load: HS 20, Features Intersected: OTTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 52.3 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2019, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B180162, Location: .3 MI. NORTH OF USH 12 (Lat: 44.800028, Lng: -91.456139), Route carried "on" structure: US 53, Year Built: 2006, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 20,000 (year 2019), Average Future Daily Traffic: 25,750 (year 2040), Design Load: HS 20, Features Intersected: OTTER CR
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: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 16.4m (53.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 49.0 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, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B180162, Location: .3 MI. NORTH OF USH 12 (Lat: 44.800028, Lng: -91.456139), Route carried "on" structure: US 53, Year Built: 2006, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 20,000 (year 2019), Average Future Daily Traffic: 25,750 (year 2040), Design Load: HS 20, Features Intersected: OTTER CR
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: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 16.4m (53.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 49.0 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, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B180163, Location: .8 MI. NORTH OF USH 12 (Lat: 44.812333, Lng: -91.454667), Route carried "on" structure: US 53, Year Built: 2006, Status: Open, Structure Length: 12.59m (41.31ft), Average Daily Traffic: 20,000 (year 2019), Average Future Daily Traffic: 28,250 (year 2040), Design Load: HS 20, Features Intersected: UP RR / FAIRWAY DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 43.6m (143.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.6 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.05m (42.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,617,000, Roadway Improvement Cost: $161,000, Total Project Cost: $2,426,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B180163, Location: .8 MI. NORTH OF USH 12 (Lat: 44.812333, Lng: -91.454667), Route carried "on" structure: US 53, Year Built: 2006, Status: Open, Structure Length: 12.59m (41.31ft), Average Daily Traffic: 20,000 (year 2019), Average Future Daily Traffic: 28,250 (year 2040), Design Load: HS 20, Features Intersected: UP RR / FAIRWAY DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 43.6m (143.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.6 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.05m (42.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,617,000, Roadway Improvement Cost: $161,000, Total Project Cost: $2,426,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B180164, Location: .8 MI. S OF CTH DD (Lat: 44.813833, Lng: -91.455083), Route carried "on" structure: US 53, Year Built: 2006, Status: Open, Structure Length: 12.59m (41.31ft), Average Daily Traffic: 20,000 (year 2019), Average Future Daily Traffic: 28,250 (year 2038), Design Load: HS 20, Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 43.6m (143.0ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 70.2 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 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B180164, Location: .8 MI. S OF CTH DD (Lat: 44.813833, Lng: -91.455083), Route carried "on" structure: US 53, Year Built: 2006, Status: Open, Structure Length: 12.59m (41.31ft), Average Daily Traffic: 20,000 (year 2019), Average Future Daily Traffic: 28,250 (year 2038), Design Load: HS 20, Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 43.6m (143.0ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 70.2 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 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: B180165, Location: 1.3 MI. NORTH OF USH 12 (Lat: 44.817944, Lng: -91.455000), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 7.31m (23.98ft), Average Daily Traffic: 13,100 (year 2019), Average Future Daily Traffic: 28,250 (year 2038), Design Load: HS 20, Features Intersected: USH 53, Facility Carried by Structure: LRD RIVER PRAIRIE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.1m (118.4ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.0m, Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 29.8m (97.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 70.2 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: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B180165, Location: 1.3 MI. NORTH OF USH 12 (Lat: 44.817944, Lng: -91.455000), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 7.31m (23.98ft), Average Daily Traffic: 13,100 (year 2019), Average Future Daily Traffic: 28,250 (year 2038), Design Load: HS 20, Features Intersected: USH 53, Facility Carried by Structure: LRD RIVER PRAIRIE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.1m (118.4ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.0m, Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 29.8m (97.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 70.2 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: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2019, 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: B180167, Location: .3 MI. EAST OF USH 12 (Lat: 44.821750, Lng: -91.453861), Route carried "on" structure: US 53, Year Built: 2006, Status: Open, Structure Length: 30.44m (99.87ft), Average Daily Traffic: 20,650 (year 2019), Average Future Daily Traffic: 14,125 (year 2040), Design Load: HS 20, Features Intersected: EAU CLAIRE 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: 17.4m (57.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 82.3m (270.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B180167, Location: .3 MI. EAST OF USH 12 (Lat: 44.821750, Lng: -91.453861), Route carried "on" structure: US 53, Year Built: 2006, Status: Open, Structure Length: 30.44m (99.87ft), Average Daily Traffic: 20,650 (year 2019), Average Future Daily Traffic: 14,125 (year 2040), Design Load: HS 20, Features Intersected: EAU CLAIRE 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: 17.4m (57.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 82.3m (270.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: B180168, Location: .3M S CTH QQ (Lat: 44.824833, Lng: -91.454194), Route carried "on" structure: US 53, Year Built: 2006, Status: Open, Structure Length: 30.44m (99.87ft), Average Daily Traffic: 20,650 (year 2019), Average Future Daily Traffic: 14,125 (year 2040), Design Load: HS 20, Features Intersected: EAU CLAIRE R
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: 12.5m (41.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 82.3m (270.0ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B180168, Location: .3M S CTH QQ (Lat: 44.824833, Lng: -91.454194), Route carried "on" structure: US 53, Year Built: 2006, Status: Open, Structure Length: 30.44m (99.87ft), Average Daily Traffic: 20,650 (year 2019), Average Future Daily Traffic: 14,125 (year 2040), Design Load: HS 20, Features Intersected: EAU CLAIRE R
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: 12.5m (41.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 82.3m (270.0ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: B180172, Location: 0.1M E WILSON DR (Lat: 44.811861, Lng: -91.452472), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 7,175 (year 2019), Average Future Daily Traffic: 7,892 (year 2039), Design Load: HS 20, Features Intersected: UP RR, Facility Carried by Structure: LRD 10TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B180172, Location: 0.1M E WILSON DR (Lat: 44.811861, Lng: -91.452472), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 7,175 (year 2019), Average Future Daily Traffic: 7,892 (year 2039), Design Load: HS 20, Features Intersected: UP RR, Facility Carried by Structure: LRD 10TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B180173, Location: AT USH 53 (Lat: 44.794889, Lng: -91.456167), Route carried "on" structure: US 12, Year Built: 2005, Status: Open, Structure Length: 5.77m (18.93ft), Average Daily Traffic: 26,500 (year 2019), Average Future Daily Traffic: 31,350 (year 2038), Design Load: HS 20, Features Intersected: USH 53
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 3.7m (12.1ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 34.1m (111.9ft), Out-to-Out Width: 40.7m (133.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B180173, Location: AT USH 53 (Lat: 44.794889, Lng: -91.456167), Route carried "on" structure: US 12, Year Built: 2005, Status: Open, Structure Length: 5.77m (18.93ft), Average Daily Traffic: 26,500 (year 2019), Average Future Daily Traffic: 31,350 (year 2038), Design Load: HS 20, Features Intersected: USH 53
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 3.7m (12.1ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 34.1m (111.9ft), Out-to-Out Width: 40.7m (133.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B180174, Location: 0.2M E JCT USH 53 TO N (Lat: 44.795722, Lng: -91.456389), Route carried "on" structure: US 12, Year Built: 2006, Status: Open, Structure Length: 1.41m (4.63ft), Average Daily Traffic: 2,200 (year 2019), Average Future Daily Traffic: 10,400 (year 2038), Design Load: HS 20, Features Intersected: RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.7m (41.7ft), Curb-To-Curb Width: 14.1m (46.3ft), Out-to-Out Width: 102.5m (336.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B180174, Location: 0.2M E JCT USH 53 TO N (Lat: 44.795722, Lng: -91.456389), Route carried "on" structure: US 12, Year Built: 2006, Status: Open, Structure Length: 1.41m (4.63ft), Average Daily Traffic: 2,200 (year 2019), Average Future Daily Traffic: 10,400 (year 2038), Design Load: HS 20, Features Intersected: RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.7m (41.7ft), Curb-To-Curb Width: 14.1m (46.3ft), Out-to-Out Width: 102.5m (336.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: July 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: B180159, Location: AT SPOONER AVE (Lat: 44.806878, Lng: -91.455728), Route carried "under" structure: US 53, Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 34,000 (year 2019), Features Intersected: USH 53, Facility Carried by Structure: LRD SPOONER AVE
Minimum Vertical Clearance: 5.23m (17.16ft), 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: 38.1m (125.0ft)
Structure Number: B180159, Location: AT SPOONER AVE (Lat: 44.806878, Lng: -91.455728), Route carried "under" structure: US 53, Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 34,000 (year 2019), Features Intersected: USH 53, Facility Carried by Structure: LRD SPOONER AVE
Minimum Vertical Clearance: 5.23m (17.16ft), 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: 38.1m (125.0ft)
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Structure Number: B180163, Location: 0.2 MI W JCT N WILSON DR (Lat: 44.812333, Lng: -91.454667), Route carried "under" structure: Other road , Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 600 (year 2019), Features Intersected: UP RR / FAIRWAY DR, Facility Carried by Structure: USH 53 NB
Minimum Vertical Clearance: 30+ m (98+ ft), 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: 43.6m (143.0ft)
Structure Number: B180163, Location: 0.2 MI W JCT N WILSON DR (Lat: 44.812333, Lng: -91.454667), Route carried "under" structure: Other road , Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 600 (year 2019), Features Intersected: UP RR / FAIRWAY DR, Facility Carried by Structure: USH 53 NB
Minimum Vertical Clearance: 30+ m (98+ ft), 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: 43.6m (143.0ft)
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Structure Number: B180164, Location: 0.2 MI W JCT N WILSON DR (Lat: 44.813833, Lng: -91.455083), Route carried "under" structure: Other road , Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 600 (year 2019), Features Intersected: UP RR, Facility Carried by Structure: USH 53 SB
Minimum Vertical Clearance: 7.47m (24.51ft), 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: 43.6m (143.0ft)
Structure Number: B180164, Location: 0.2 MI W JCT N WILSON DR (Lat: 44.813833, Lng: -91.455083), Route carried "under" structure: Other road , Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 600 (year 2019), Features Intersected: UP RR, Facility Carried by Structure: USH 53 SB
Minimum Vertical Clearance: 7.47m (24.51ft), 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: 43.6m (143.0ft)
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Structure Number: B180165, Location: .8 MI. S OF CTH DD (Lat: 44.817944, Lng: -91.455000), Route carried "under" structure: US 53, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 41,300 (year 2019), Features Intersected: USH 53, Facility Carried by Structure: LRD RIVER PRAIRIE
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.1m (118.4ft)
Structure Number: B180165, Location: .8 MI. S OF CTH DD (Lat: 44.817944, Lng: -91.455000), Route carried "under" structure: US 53, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 41,300 (year 2019), Features Intersected: USH 53, Facility Carried by Structure: LRD RIVER PRAIRIE
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.1m (118.4ft)
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Structure Number: B180173, Location: 0.5M N CTH C (Lat: 44.794889, Lng: -91.456167), Route carried "under" structure: US 53, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 40,000 (year 2019), Features Intersected: USH 53, Facility Carried by Structure: USH 12
Minimum Vertical Clearance: 6.00m (19.69ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft)
Structure Number: B180173, Location: 0.5M N CTH C (Lat: 44.794889, Lng: -91.456167), Route carried "under" structure: US 53, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 40,000 (year 2019), Features Intersected: USH 53, Facility Carried by Structure: USH 12
Minimum Vertical Clearance: 6.00m (19.69ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft)
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Structure Number: B180174, Location: AT USH12 (Lat: 44.795722, Lng: -91.456389), Route carried "under" structure: Ramp Other road , Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 1,700 (year 2019), Features Intersected: RAMP, Facility Carried by Structure: USH 12 EB
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 12.7m (41.7ft)
Structure Number: B180174, Location: AT USH12 (Lat: 44.795722, Lng: -91.456389), Route carried "under" structure: Ramp Other road , Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 1,700 (year 2019), Features Intersected: RAMP, Facility Carried by Structure: USH 12 EB
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 12.7m (41.7ft)