Bridge Statistics for Elk Mound, Wisconsin (WI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 22Number of bridges
- 210ft / 64.0mTotal length
- $2,248,000Total costs
- 219,709Total average daily traffic
- 34,368Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Elk Mound
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 121950-1959
- 11980-1989
- 82000-2009
- Bridge Condition - Deck
- 7.1%Very good
- 7.1%Good
- 64.3%Satisfactory
- 14.3%Fair
- 7.1%Poor
- Bridge Condition - Superstructure
- 14.3%Very good
- 7.1%Good
- 50.0%Satisfactory
- 28.6%Fair
- Bridge Condition - Substructure
- 14.3%Very good
- 28.6%Good
- 28.6%Satisfactory
- 21.4%Fair
- 7.1%Poor
- Bridge Condition - Channel
- 50.0%Very good
- 50.0%Good
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Structure Number: B170036, Location: 1.7M W JCT USH 12 TO W (Lat: 44.900294, Lng: -91.760631), Route carried "on" structure: Interstate 94, Year Built: 1958, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 16,750 (year 2019), Truck Traffic: 26%, Average Future Daily Traffic: 31,400 (year 2039), Design Load: HS 20+Mod, Features Intersected: ELK MOUND MARSH EQUALIZR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.6m (31.5ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 73.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: B170036, Location: 1.7M W JCT USH 12 TO W (Lat: 44.900294, Lng: -91.760631), Route carried "on" structure: Interstate 94, Year Built: 1958, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 16,750 (year 2019), Truck Traffic: 26%, Average Future Daily Traffic: 31,400 (year 2039), Design Load: HS 20+Mod, Features Intersected: ELK MOUND MARSH EQUALIZR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.6m (31.5ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 73.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: B170037, Location: 4.7M E JCT CTH B TO N (Lat: 44.900036, Lng: -91.760875), Route carried "on" structure: Interstate 94, Year Built: 1959, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 16,750 (year 2019), Truck Traffic: 26%, Average Future Daily Traffic: 31,400 (year 2039), Design Load: HS 20+Mod, Features Intersected: ELK MOUND MARSH EQUALIZR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.6m (31.5ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 73.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: B170037, Location: 4.7M E JCT CTH B TO N (Lat: 44.900036, Lng: -91.760875), Route carried "on" structure: Interstate 94, Year Built: 1959, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 16,750 (year 2019), Truck Traffic: 26%, Average Future Daily Traffic: 31,400 (year 2039), Design Load: HS 20+Mod, Features Intersected: ELK MOUND MARSH EQUALIZR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.6m (31.5ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 73.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: B170038, Location: 0.8M W JCT USH 12 (H) (Lat: 44.893269, Lng: -91.745056), Route carried "on" structure: Interstate 94, Year Built: 1958, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 16,750 (year 2019), Truck Traffic: 26%, Average Future Daily Traffic: 31,400 (year 2039), Design Load: HS 20+Mod, Features Intersected: ELK MOUND MARSH EQUALIZR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.6m (31.5ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 73.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: B170038, Location: 0.8M W JCT USH 12 (H) (Lat: 44.893269, Lng: -91.745056), Route carried "on" structure: Interstate 94, Year Built: 1958, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 16,750 (year 2019), Truck Traffic: 26%, Average Future Daily Traffic: 31,400 (year 2039), Design Load: HS 20+Mod, Features Intersected: ELK MOUND MARSH EQUALIZR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.6m (31.5ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 73.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: B170039, Location: 5.6M E JCT CTH B TO N (Lat: 44.893050, Lng: -91.745367), Route carried "on" structure: Interstate 94, Year Built: 1958, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 16,750 (year 2019), Truck Traffic: 26%, Average Future Daily Traffic: 31,400 (year 2039), Design Load: HS 20+Mod, Features Intersected: ELK MOUND MARSH EQUALIZR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.6m (31.5ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 73.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: B170039, Location: 5.6M E JCT CTH B TO N (Lat: 44.893050, Lng: -91.745367), Route carried "on" structure: Interstate 94, Year Built: 1958, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 16,750 (year 2019), Truck Traffic: 26%, Average Future Daily Traffic: 31,400 (year 2039), Design Load: HS 20+Mod, Features Intersected: ELK MOUND MARSH EQUALIZR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.6m (31.5ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 73.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: B17004, Location: 1.2M S JCT STH 25 (Lat: 44.907000, Lng: -91.924667), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 6.42m (21.06ft), Average Daily Traffic: 3,000 (year 2019), Average Future Daily Traffic: 3,000 (year 2039), Design Load: H 20, Features Intersected: IH 94, Facility Carried by Structure: LRD WILSON ST
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: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.7m (61.4ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 41.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: B17004, Location: 1.2M S JCT STH 25 (Lat: 44.907000, Lng: -91.924667), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 6.42m (21.06ft), Average Daily Traffic: 3,000 (year 2019), Average Future Daily Traffic: 3,000 (year 2039), Design Load: H 20, Features Intersected: IH 94, Facility Carried by Structure: LRD WILSON ST
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: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.7m (61.4ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 41.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: B170049, Location: 2.0M S JCT USH 12 (Lat: 44.867250, Lng: -91.690936), Route carried "on" structure: County highway , Year Built: 1959, Year Reconstructed: 1993, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 1,600 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 950 (year 2039), Design Load: HS 20, Features Intersected: IH 94, Facility Carried by Structure: CTH H HOLLY 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: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.8m (74.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 34.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: B170049, Location: 2.0M S JCT USH 12 (Lat: 44.867250, Lng: -91.690936), Route carried "on" structure: County highway , Year Built: 1959, Year Reconstructed: 1993, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 1,600 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 950 (year 2039), Design Load: HS 20, Features Intersected: IH 94, Facility Carried by Structure: CTH H HOLLY 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: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.8m (74.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 34.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: B170059, Location: 7.1M W JCT CTH EE (H) (Lat: 44.885597, Lng: -91.728747), Route carried "on" structure: Interstate 94, Year Built: 1959, Status: Open, Structure Length: 10.42m (34.19ft), Average Daily Traffic: 15,850 (year 2019), Truck Traffic: 26%, Average Future Daily Traffic: 28,350 (year 2039), Design Load: HS 20+Mod, Features Intersected: USH 12-STH 29
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: 11.9m (39.0ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.85m (35.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,348,000, Roadway Improvement Cost: $134,000, Total Project Cost: $2,022,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: B170059, Location: 7.1M W JCT CTH EE (H) (Lat: 44.885597, Lng: -91.728747), Route carried "on" structure: Interstate 94, Year Built: 1959, Status: Open, Structure Length: 10.42m (34.19ft), Average Daily Traffic: 15,850 (year 2019), Truck Traffic: 26%, Average Future Daily Traffic: 28,350 (year 2039), Design Load: HS 20+Mod, Features Intersected: USH 12-STH 29
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: 11.9m (39.0ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.85m (35.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,348,000, Roadway Improvement Cost: $134,000, Total Project Cost: $2,022,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: B170061, Location: 0.2M S JCT USH 12 (Lat: 44.872381, Lng: -91.701811), Route carried "on" structure: City street , Year Built: 1959, Year Reconstructed: 1993, Status: Open, Structure Length: 6.12m (20.08ft), Average Daily Traffic: 190 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 250 (year 2039), Design Load: HS 20, Features Intersected: IH 94, Facility Carried by Structure: LRD DIVISION ST
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: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.3m (63.3ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: B170061, Location: 0.2M S JCT USH 12 (Lat: 44.872381, Lng: -91.701811), Route carried "on" structure: City street , Year Built: 1959, Year Reconstructed: 1993, Status: Open, Structure Length: 6.12m (20.08ft), Average Daily Traffic: 190 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 250 (year 2039), Design Load: HS 20, Features Intersected: IH 94, Facility Carried by Structure: LRD DIVISION ST
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: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.3m (63.3ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: B170116, Location: 1.0M W JCT STH 40 (Lat: 44.886917, Lng: -91.723719), Route carried "on" structure: US 12, Year Built: 1989, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 7,100 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 11,400 (year 2039), Design Load: HS 20, Features Intersected: UNION PACIFIC RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 58.8 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B170116, Location: 1.0M W JCT STH 40 (Lat: 44.886917, Lng: -91.723719), Route carried "on" structure: US 12, Year Built: 1989, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 7,100 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 11,400 (year 2039), Design Load: HS 20, Features Intersected: UNION PACIFIC RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 58.8 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B170163, Location: 1.0M E JCT IH 94 (Lat: 44.886500, Lng: -91.723864), Route carried "on" structure: US 12, Year Built: 2001, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 7,100 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 10,120 (year 2039), Design Load: HS 20, Features Intersected: UNION PACIFIC RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 65.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B170163, Location: 1.0M E JCT IH 94 (Lat: 44.886500, Lng: -91.723864), Route carried "on" structure: US 12, Year Built: 2001, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 7,100 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 10,120 (year 2039), Design Load: HS 20, Features Intersected: UNION PACIFIC RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 65.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B170182, Location: 4.0M W JCT CTH M (Lat: 44.890883, Lng: -91.713636), Route carried "on" structure: US 12, Year Built: 2001, Status: Open, Structure Length: 7.58m (24.87ft), Average Daily Traffic: 1,500 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 3,480 (year 2039), Design Load: HS 20, Features Intersected: USH 12 E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.0m (124.7ft), Curb-To-Curb Width: 14.4m (47.2ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 67.0 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B170182, Location: 4.0M W JCT CTH M (Lat: 44.890883, Lng: -91.713636), Route carried "on" structure: US 12, Year Built: 2001, Status: Open, Structure Length: 7.58m (24.87ft), Average Daily Traffic: 1,500 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 3,480 (year 2039), Design Load: HS 20, Features Intersected: USH 12 E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.0m (124.7ft), Curb-To-Curb Width: 14.4m (47.2ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 67.0 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B170183, Location: 1.8 M E OF CTH "H" (Lat: 44.898889, Lng: -91.654631), Route carried "on" structure: State highway 29, Year Built: 2001, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 10,300 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 7,450 (year 2039), Design Load: HS 20, Features Intersected: TRIB. TO ELK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.1m (79.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 24.0m (78.7ft), Out-to-Out Width: 62.0m (203.4ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, 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, Inspection Date: August 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B170183, Location: 1.8 M E OF CTH "H" (Lat: 44.898889, Lng: -91.654631), Route carried "on" structure: State highway 29, Year Built: 2001, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 10,300 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 7,450 (year 2039), Design Load: HS 20, Features Intersected: TRIB. TO ELK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.1m (79.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 24.0m (78.7ft), Out-to-Out Width: 62.0m (203.4ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, 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, Inspection Date: August 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B170199, Location: 3.2M W JCT CTH EE TO W (Lat: 44.856350, Lng: -91.656914), Route carried "on" structure: Interstate 94, Year Built: 2008, Status: Open, Structure Length: 5.07m (16.63ft), Average Daily Traffic: 13,950 (year 2019), Average Future Daily Traffic: 28,500 (year 2039), Design Load: HS 25 or greater, Features Intersected: LRD 490TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 55.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B170199, Location: 3.2M W JCT CTH EE TO W (Lat: 44.856350, Lng: -91.656914), Route carried "on" structure: Interstate 94, Year Built: 2008, Status: Open, Structure Length: 5.07m (16.63ft), Average Daily Traffic: 13,950 (year 2019), Average Future Daily Traffic: 28,500 (year 2039), Design Load: HS 25 or greater, Features Intersected: LRD 490TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 55.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 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: B1702, Location: AT 490TH AVE (Lat: 44.856397, Lng: -91.657992), Route carried "on" structure: Interstate 94, Year Built: 2009, Status: Open, Structure Length: 5.07m (16.63ft), Average Daily Traffic: 13,950 (year 2019), Average Future Daily Traffic: 31,000 (year 2039), Design Load: HS 25 or greater, Features Intersected: LRD 490TH AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Operating Rating: 60.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B1702, Location: AT 490TH AVE (Lat: 44.856397, Lng: -91.657992), Route carried "on" structure: Interstate 94, Year Built: 2009, Status: Open, Structure Length: 5.07m (16.63ft), Average Daily Traffic: 13,950 (year 2019), Average Future Daily Traffic: 31,000 (year 2039), Design Load: HS 25 or greater, Features Intersected: LRD 490TH AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Operating Rating: 60.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B170366, Location: 0.22M E OF CTH H-NORTH (Lat: 44.899489, Lng: -91.666561), Route carried "on" structure: County highway , Year Built: 1937, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 55 (year 2040), Design Load: HS 20, Features Intersected: SPRING CREEK, Facility Carried by Structure: CTH HH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Channel: Good, 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: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Bridge Improvement Cost: $151,000, Roadway Improvement Cost: $15,000, Total Project Cost: $226,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: B170366, Location: 0.22M E OF CTH H-NORTH (Lat: 44.899489, Lng: -91.666561), Route carried "on" structure: County highway , Year Built: 1937, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 55 (year 2040), Design Load: HS 20, Features Intersected: SPRING CREEK, Facility Carried by Structure: CTH HH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Channel: Good, 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: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Bridge Improvement Cost: $151,000, Roadway Improvement Cost: $15,000, Total Project Cost: $226,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: B170049, Location: 2.2M E JCT USH 12 TO E (Lat: 44.867250, Lng: -91.690936), Route carried "under" structure: Interstate 94, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 27,900 (year 2019), Truck Traffic: 14%, Features Intersected: IH 94, Facility Carried by Structure: CTH H HOLLY AVE
Minimum Vertical Clearance: 5.10m (16.73ft), 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: 22.8m (74.8ft)
Structure Number: B170049, Location: 2.2M E JCT USH 12 TO E (Lat: 44.867250, Lng: -91.690936), Route carried "under" structure: Interstate 94, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 27,900 (year 2019), Truck Traffic: 14%, Features Intersected: IH 94, Facility Carried by Structure: CTH H HOLLY AVE
Minimum Vertical Clearance: 5.10m (16.73ft), 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: 22.8m (74.8ft)
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Structure Number: B170059, Location: 5.1M E JCT CTH E (H) (Lat: 44.885597, Lng: -91.728747), Route carried "under" structure: US 12, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 10,200 (year 2019), Truck Traffic: 8%, Features Intersected: USH 12-STH 29, Facility Carried by Structure: IH 94 WB
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.5m (86.9ft)
Structure Number: B170059, Location: 5.1M E JCT CTH E (H) (Lat: 44.885597, Lng: -91.728747), Route carried "under" structure: US 12, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 10,200 (year 2019), Truck Traffic: 8%, Features Intersected: USH 12-STH 29, Facility Carried by Structure: IH 94 WB
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.5m (86.9ft)
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Structure Number: B17006, Location: 5.1M E JCT CTH E (H) (Lat: 44.886136, Lng: -91.730700), Route carried "under" structure: US 12, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 10,200 (year 2019), Truck Traffic: 6%, Features Intersected: USH 12-STH 29, Facility Carried by Structure: IH 94 EB
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.5m (86.9ft)
Structure Number: B17006, Location: 5.1M E JCT CTH E (H) (Lat: 44.886136, Lng: -91.730700), Route carried "under" structure: US 12, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 10,200 (year 2019), Truck Traffic: 6%, Features Intersected: USH 12-STH 29, Facility Carried by Structure: IH 94 EB
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.5m (86.9ft)
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Structure Number: B170061, Location: 1.6M E JCT USH 12 TO E (Lat: 44.872381, Lng: -91.701811), Route carried "under" structure: Interstate 94, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 27,900 (year 2019), Truck Traffic: 14%, Features Intersected: IH 94, Facility Carried by Structure: LRD DIVISION ST
Minimum Vertical Clearance: 5.05m (16.57ft), 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: 19.3m (63.3ft)
Structure Number: B170061, Location: 1.6M E JCT USH 12 TO E (Lat: 44.872381, Lng: -91.701811), Route carried "under" structure: Interstate 94, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 27,900 (year 2019), Truck Traffic: 14%, Features Intersected: IH 94, Facility Carried by Structure: LRD DIVISION ST
Minimum Vertical Clearance: 5.05m (16.57ft), 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: 19.3m (63.3ft)
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Structure Number: B170182, Location: 2.0M E JCT IH 94 (Lat: 44.890883, Lng: -91.713636), Route carried "under" structure: US 12, Year Built: 2001, Structure Length: 0. m, Average Daily Traffic: 1,500 (year 2019), Features Intersected: USH 12 E
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.0m (124.7ft)
Structure Number: B170182, Location: 2.0M E JCT IH 94 (Lat: 44.890883, Lng: -91.713636), Route carried "under" structure: US 12, Year Built: 2001, Structure Length: 0. m, Average Daily Traffic: 1,500 (year 2019), Features Intersected: USH 12 E
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.0m (124.7ft)
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Structure Number: B170199, Location: 3.2M W JCT CTH EE TO W (Lat: 44.856350, Lng: -91.656914), Route carried "under" structure: City street , Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 300 (year 2019), Features Intersected: LRD 490TH AVENUE, Facility Carried by Structure: IH 94WB
Minimum Vertical Clearance: 4.66m (15.29ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.6m (61.0ft)
Structure Number: B170199, Location: 3.2M W JCT CTH EE TO W (Lat: 44.856350, Lng: -91.656914), Route carried "under" structure: City street , Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 300 (year 2019), Features Intersected: LRD 490TH AVENUE, Facility Carried by Structure: IH 94WB
Minimum Vertical Clearance: 4.66m (15.29ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.6m (61.0ft)
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Structure Number: B1702, Location: AT IH94EB (Lat: 44.856397, Lng: -91.657992), Route carried "under" structure: City street , Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 119 (year 2019), Features Intersected: LRD 490TH AVE., Facility Carried by Structure: IH 94EB
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.6m (61.0ft)
Structure Number: B1702, Location: AT IH94EB (Lat: 44.856397, Lng: -91.657992), Route carried "under" structure: City street , Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 119 (year 2019), Features Intersected: LRD 490TH AVE., Facility Carried by Structure: IH 94EB
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.6m (61.0ft)