Bridge Statistics for Menomonie, Wisconsin (WI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 21930-1939
- 31940-1949
- 111950-1959
- 11960-1969
- 41970-1979
- 41980-1989
- 101990-1999
- 82000-2009
- 112010-2019
- Reconstructed bridges - Historical Statistics
- 21970-1979
- 41980-1989
- 01990-1999
- 12000-2009
- Bridge Condition - Deck
- 10.3%Very good
- 46.2%Good
- 23.1%Satisfactory
- 17.9%Fair
- 2.6%Poor
- Bridge Condition - Superstructure
- 28.2%Very good
- 35.9%Good
- 20.5%Satisfactory
- 12.8%Fair
- 2.6%Poor
- Bridge Condition - Substructure
- 25.6%Very good
- 46.2%Good
- 7.7%Satisfactory
- 17.9%Fair
- 2.6%Poor
- Bridge Condition - Channel
- 18.2%Excellent
- 42.4%Very good
- 39.4%Good
- Bridge Condition - Culverts
- 50.0%Good
- 25.0%Fair
- 25.0%Poor
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Structure Number: B170005, Location: 0.1M E JCT CTH P (Lat: 44.875292, Lng: -91.936872), Route carried "on" structure: State highway 29, Year Built: 1953, Year Reconstructed: 1988, Status: Open, Structure Length: 10.67m (35.01ft), Average Daily Traffic: 6,300 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 8,920 (year 2040), Design Load: H 15, Features Intersected: RED CEDAR RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.1m (95.5ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 42.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B170005, Location: 0.1M E JCT CTH P (Lat: 44.875292, Lng: -91.936872), Route carried "on" structure: State highway 29, Year Built: 1953, Year Reconstructed: 1988, Status: Open, Structure Length: 10.67m (35.01ft), Average Daily Traffic: 6,300 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 8,920 (year 2040), Design Load: H 15, Features Intersected: RED CEDAR RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.1m (95.5ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 42.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: May 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: B17002, Location: 1.1M E JCT CTH Q (Lat: 44.916764, Lng: -92.080825), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 6.23m (20.44ft), Average Daily Traffic: 110 (year 2019), Average Future Daily Traffic: 110 (year 2040), Design Load: H 20, Features Intersected: IH 94, Facility Carried by Structure: LRD HALL ESTATE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.4m (60.4ft), 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: Fair, Superstructure: Poor, Substructure: Fair, Operating Rating: 50.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.1 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, Length Of Structure Improvement: 6.68m (21.92ft), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $513,000, Roadway Improvement Cost: $51,000, Total Project Cost: $769,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B17002, Location: 1.1M E JCT CTH Q (Lat: 44.916764, Lng: -92.080825), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 6.23m (20.44ft), Average Daily Traffic: 110 (year 2019), Average Future Daily Traffic: 110 (year 2040), Design Load: H 20, Features Intersected: IH 94, Facility Carried by Structure: LRD HALL ESTATE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.4m (60.4ft), 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: Fair, Superstructure: Poor, Substructure: Fair, Operating Rating: 50.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.1 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, Length Of Structure Improvement: 6.68m (21.92ft), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $513,000, Roadway Improvement Cost: $51,000, Total Project Cost: $769,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B170029, Location: 0.4M N JCT USH 12 TO W (Lat: 44.906803, Lng: -91.932631), Route carried "on" structure: State highway 25, Year Built: 1996, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 23,100 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 15,110 (year 2039), Design Load: HS 20, Features Intersected: IH 94
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 26.9m (88.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 73.0 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: Somewhat better than minimum adequacy, 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B170029, Location: 0.4M N JCT USH 12 TO W (Lat: 44.906803, Lng: -91.932631), Route carried "on" structure: State highway 25, Year Built: 1996, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 23,100 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 15,110 (year 2039), Design Load: HS 20, Features Intersected: IH 94
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 26.9m (88.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 73.0 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: Somewhat better than minimum adequacy, 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B170045, Location: 0.8M N JCT IH 94 TO E (Lat: 44.915861, Lng: -91.931428), Route carried "on" structure: State highway 25, Year Built: 1959, Year Reconstructed: 2008, Status: Open, Structure Length: 5.07m (16.63ft), Average Daily Traffic: 7,000 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 10,000 (year 2039), Design Load: HS 25 or greater, Features Intersected: CNW 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: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B170045, Location: 0.8M N JCT IH 94 TO E (Lat: 44.915861, Lng: -91.931428), Route carried "on" structure: State highway 25, Year Built: 1959, Year Reconstructed: 2008, Status: Open, Structure Length: 5.07m (16.63ft), Average Daily Traffic: 7,000 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 10,000 (year 2039), Design Load: HS 25 or greater, Features Intersected: CNW 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: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B17005, Location: 1.1M E JCT USH 12 (H) (Lat: 44.876422, Lng: -91.709294), Route carried "on" structure: Interstate 94, Year Built: 1959, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 29,900 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 48,460 (year 2039), Design Load: HS 20+Mod, Features Intersected: E BR MUDDY 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: 23.8m (78.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: 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, 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: Monolithic Concrete
Structure Number: B17005, Location: 1.1M E JCT USH 12 (H) (Lat: 44.876422, Lng: -91.709294), Route carried "on" structure: Interstate 94, Year Built: 1959, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 29,900 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 48,460 (year 2039), Design Load: HS 20+Mod, Features Intersected: E BR MUDDY 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: 23.8m (78.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: 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, 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: Monolithic Concrete
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Structure Number: B170051, Location: 8.9M E JCT CTH Q TO N (Lat: 44.907411, Lng: -91.942614), Route carried "on" structure: Interstate 94, Year Built: 1959, Year Reconstructed: 1983, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 33,200 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 46,750 (year 2040), Design Load: HS 20+Mod, Features Intersected: E BR WILSON 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: 23.8m (78.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Poor, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.13m (3.71ft), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $140,000, Roadway Improvement Cost: $14,000, Total Project Cost: $211,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B170051, Location: 8.9M E JCT CTH Q TO N (Lat: 44.907411, Lng: -91.942614), Route carried "on" structure: Interstate 94, Year Built: 1959, Year Reconstructed: 1983, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 33,200 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 46,750 (year 2040), Design Load: HS 20+Mod, Features Intersected: E BR WILSON 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: 23.8m (78.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Poor, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.13m (3.71ft), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $140,000, Roadway Improvement Cost: $14,000, Total Project Cost: $211,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B170054, Location: 0.5M W JCT STH 25 TO N (Lat: 44.907247, Lng: -91.938675), Route carried "on" structure: Interstate 94, Year Built: 1959, Status: Open, Structure Length: 4.09m (13.42ft), Average Daily Traffic: 16,600 (year 2019), Truck Traffic: 26%, Average Future Daily Traffic: 28,200 (year 2039), Design Load: HS 20+Mod, Features Intersected: USH 12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.4m (53.8ft), Curb-To-Curb Width: 14.4m (47.2ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 65.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: B170054, Location: 0.5M W JCT STH 25 TO N (Lat: 44.907247, Lng: -91.938675), Route carried "on" structure: Interstate 94, Year Built: 1959, Status: Open, Structure Length: 4.09m (13.42ft), Average Daily Traffic: 16,600 (year 2019), Truck Traffic: 26%, Average Future Daily Traffic: 28,200 (year 2039), Design Load: HS 20+Mod, Features Intersected: USH 12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.4m (53.8ft), Curb-To-Curb Width: 14.4m (47.2ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 65.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: B170055, Location: 9.1M E JCT CTH Q TO N (Lat: 44.906939, Lng: -91.938922), Route carried "on" structure: Interstate 94, Year Built: 1958, Status: Open, Structure Length: 4.09m (13.42ft), Average Daily Traffic: 16,600 (year 2019), Truck Traffic: 26%, Average Future Daily Traffic: 28,200 (year 2039), Design Load: HS 20+Mod, Features Intersected: USH 12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.4m (53.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, 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: B170055, Location: 9.1M E JCT CTH Q TO N (Lat: 44.906939, Lng: -91.938922), Route carried "on" structure: Interstate 94, Year Built: 1958, Status: Open, Structure Length: 4.09m (13.42ft), Average Daily Traffic: 16,600 (year 2019), Truck Traffic: 26%, Average Future Daily Traffic: 28,200 (year 2039), Design Load: HS 20+Mod, Features Intersected: USH 12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.4m (53.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, 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: B17007, Location: 0.4M N JCT STH 85 (Lat: 44.759150, Lng: -91.675050), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 27.55m (90.39ft), Average Daily Traffic: 950 (year 2019), Average Future Daily Traffic: 950 (year 2040), Design Load: H 15, Features Intersected: CHIPPEWA RIVER 03, Facility Carried by Structure: CTH H
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 27.8 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 72 months, Inspection Date: April 2021, Underwater Inspection Date: July 2019, Other Special Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: B17007, Location: 0.4M N JCT STH 85 (Lat: 44.759150, Lng: -91.675050), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 27.55m (90.39ft), Average Daily Traffic: 950 (year 2019), Average Future Daily Traffic: 950 (year 2040), Design Load: H 15, Features Intersected: CHIPPEWA RIVER 03, Facility Carried by Structure: CTH H
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 27.8 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 72 months, Inspection Date: April 2021, Underwater Inspection Date: July 2019, Other Special Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: B170078, Location: 2.8M S JCT STH 25 (Lat: 44.836119, Lng: -91.954372), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 8.45m (27.72ft), Average Daily Traffic: 1,421 (year 2019), Average Future Daily Traffic: 1,563 (year 2039), Design Load: H 20, Features Intersected: RED CEDAR RIVER, Facility Carried by Structure: CTH D
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.1m (69.2ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Poor, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.90m (29.20ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Underwater Inspection Date: September 2020, Bridge Improvement Cost: $946,000, Roadway Improvement Cost: $94,000, Total Project Cost: $1,419,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B170078, Location: 2.8M S JCT STH 25 (Lat: 44.836119, Lng: -91.954372), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 8.45m (27.72ft), Average Daily Traffic: 1,421 (year 2019), Average Future Daily Traffic: 1,563 (year 2039), Design Load: H 20, Features Intersected: RED CEDAR RIVER, Facility Carried by Structure: CTH D
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.1m (69.2ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Poor, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.90m (29.20ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Underwater Inspection Date: September 2020, Bridge Improvement Cost: $946,000, Roadway Improvement Cost: $94,000, Total Project Cost: $1,419,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B170079, Location: 0.1M S JCT USH 12 (Lat: 44.885258, Lng: -91.929722), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 545 (year 2019), Average Future Daily Traffic: 599 (year 2039), Design Load: HS 20, Features Intersected: WILSON CREEK, Facility Carried by Structure: LRD MEADOW HILL DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: 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: B170079, Location: 0.1M S JCT USH 12 (Lat: 44.885258, Lng: -91.929722), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 545 (year 2019), Average Future Daily Traffic: 599 (year 2039), Design Load: HS 20, Features Intersected: WILSON CREEK, Facility Carried by Structure: LRD MEADOW HILL DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: 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: B170086, Location: 0.2M S JCT STH 29 (Lat: 44.874086, Lng: -91.942425), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 1,160 (year 2019), Average Future Daily Traffic: 1,276 (year 2039), Design Load: HS 20, Features Intersected: GILBERT CREEK, Facility Carried by Structure: LRD 890TH 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), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 65.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B170086, Location: 0.2M S JCT STH 29 (Lat: 44.874086, Lng: -91.942425), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 1,160 (year 2019), Average Future Daily Traffic: 1,276 (year 2039), Design Load: HS 20, Features Intersected: GILBERT CREEK, Facility Carried by Structure: LRD 890TH 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), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 65.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B170091, Location: 1.2M N JCT CTH D (Lat: 44.845275, Lng: -91.995544), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 253 (year 2019), Average Future Daily Traffic: 278 (year 2039), Design Load: H 20, Features Intersected: IRVING CREEK, Facility Carried by Structure: CTH K
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 65.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B170091, Location: 1.2M N JCT CTH D (Lat: 44.845275, Lng: -91.995544), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 253 (year 2019), Average Future Daily Traffic: 278 (year 2039), Design Load: H 20, Features Intersected: IRVING CREEK, Facility Carried by Structure: CTH K
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 65.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: B1701, Location: 2.5M N JCT CTH C (Lat: 44.814089, Lng: -91.893483), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 1.76m (5.77ft), Average Daily Traffic: 507 (year 2019), Average Future Daily Traffic: 557 (year 2039), Design Load: H 20, Features Intersected: LITTLE ELK CREEK, Facility Carried by Structure: CTH Y
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 57.0 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: 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B1701, Location: 2.5M N JCT CTH C (Lat: 44.814089, Lng: -91.893483), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 1.76m (5.77ft), Average Daily Traffic: 507 (year 2019), Average Future Daily Traffic: 557 (year 2039), Design Load: H 20, Features Intersected: LITTLE ELK CREEK, Facility Carried by Structure: CTH Y
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 57.0 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: 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 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: B170104, Location: 0.4M W JCT USH 12 (Lat: 44.900794, Lng: -91.943633), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 996 (year 2019), Average Future Daily Traffic: 1,095 (year 2039), Design Load: HS 20, Features Intersected: WILSON CREEK, Facility Carried by Structure: LRD HELLER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very 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, Waterway Adequacy: Equal to present minimum 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: B170104, Location: 0.4M W JCT USH 12 (Lat: 44.900794, Lng: -91.943633), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 996 (year 2019), Average Future Daily Traffic: 1,095 (year 2039), Design Load: HS 20, Features Intersected: WILSON CREEK, Facility Carried by Structure: LRD HELLER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very 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, Waterway Adequacy: Equal to present minimum 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: B170118, Location: 0.2M W JCT USH 12 (Lat: 44.929864, Lng: -91.997036), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 1.88m (6.17ft), Average Daily Traffic: 101 (year 2019), Average Future Daily Traffic: 111 (year 2039), Design Load: HS 20, Features Intersected: WILSON CREEK, Facility Carried by Structure: LRD 690TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 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: B170118, Location: 0.2M W JCT USH 12 (Lat: 44.929864, Lng: -91.997036), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 1.88m (6.17ft), Average Daily Traffic: 101 (year 2019), Average Future Daily Traffic: 111 (year 2039), Design Load: HS 20, Features Intersected: WILSON CREEK, Facility Carried by Structure: LRD 690TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 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: B17012, Location: 2.1M N JCT CTH E (Lat: 44.956592, Lng: -91.742625), Route carried "on" structure: State highway 40, Year Built: 1990, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 3,300 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 2,930 (year 2039), Design Load: HS 20, Features Intersected: SINKING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Very 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B17012, Location: 2.1M N JCT CTH E (Lat: 44.956592, Lng: -91.742625), Route carried "on" structure: State highway 40, Year Built: 1990, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 3,300 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 2,930 (year 2039), Design Load: HS 20, Features Intersected: SINKING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Very 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: 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: B170122, Location: 0.2M W JCT STH 79 (Lat: 44.951778, Lng: -91.980997), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 25 (year 2019), Average Future Daily Traffic: 26 (year 2039), Design Load: HS 20, Features Intersected: CLACK CREEK, Facility Carried by Structure: LRD 750TH AVE (DEA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 58.8 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 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B170122, Location: 0.2M W JCT STH 79 (Lat: 44.951778, Lng: -91.980997), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 25 (year 2019), Average Future Daily Traffic: 26 (year 2039), Design Load: HS 20, Features Intersected: CLACK CREEK, Facility Carried by Structure: LRD 750TH AVE (DEA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 58.8 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 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: July 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: B170125, Location: 1.0M S JCT STH 29 (Lat: 44.882956, Lng: -91.968083), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 152 (year 2019), Average Future Daily Traffic: 167 (year 2039), Design Load: HS 20, Features Intersected: GILBERT CREEK, Facility Carried by Structure: LRD 550TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 70.2 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B170125, Location: 1.0M S JCT STH 29 (Lat: 44.882956, Lng: -91.968083), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 152 (year 2019), Average Future Daily Traffic: 167 (year 2039), Design Load: HS 20, Features Intersected: GILBERT CREEK, Facility Carried by Structure: LRD 550TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 70.2 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 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: B170141, Location: 0.1M S JCT STH 29 (Lat: 44.893264, Lng: -91.995672), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 2.51m (8.23ft), Average Daily Traffic: 152 (year 2019), Average Future Daily Traffic: 167 (year 2039), Design Load: HS 20, Features Intersected: GILBERT CREEK, Facility Carried by Structure: LRD 330TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 65.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B170141, Location: 0.1M S JCT STH 29 (Lat: 44.893264, Lng: -91.995672), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 2.51m (8.23ft), Average Daily Traffic: 152 (year 2019), Average Future Daily Traffic: 167 (year 2039), Design Load: HS 20, Features Intersected: GILBERT CREEK, Facility Carried by Structure: LRD 330TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 65.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 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: B170142, Location: 1.7M N JCT USH 12 (Lat: 44.949669, Lng: -91.975608), Route carried "on" structure: State highway 79, Year Built: 1936, Year Reconstructed: 1987, Status: Open, Structure Length: 1.85m (6.07ft), Average Daily Traffic: 1,800 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 3,330 (year 2039), Design Load: H 15, Features Intersected: COON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.2m (20.3ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 63.7 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B170142, Location: 1.7M N JCT USH 12 (Lat: 44.949669, Lng: -91.975608), Route carried "on" structure: State highway 79, Year Built: 1936, Year Reconstructed: 1987, Status: Open, Structure Length: 1.85m (6.07ft), Average Daily Traffic: 1,800 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 3,330 (year 2039), Design Load: H 15, Features Intersected: COON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.2m (20.3ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 63.7 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B170158, Location: 0.4M S JCT STH 29 (Lat: 44.890100, Lng: -92.014514), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 355 (year 2019), Average Future Daily Traffic: 390 (year 2039), Design Load: HS 20, Features Intersected: GILBERT CREEK, Facility Carried by Structure: CTH K
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 78.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B170158, Location: 0.4M S JCT STH 29 (Lat: 44.890100, Lng: -92.014514), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 355 (year 2019), Average Future Daily Traffic: 390 (year 2039), Design Load: HS 20, Features Intersected: GILBERT CREEK, Facility Carried by Structure: CTH K
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 78.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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 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: B170164, Location: 0.2M E JCT STH 25 (Lat: 44.865686, Lng: -91.927103), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 1.42m (4.66ft), Average Daily Traffic: 211 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 232 (year 2039), Design Load: HS 20, Features Intersected: BR RED CEDAR RIVER, Facility Carried by Structure: LRD E 3RD ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Excellent, 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior 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: B170164, Location: 0.2M E JCT STH 25 (Lat: 44.865686, Lng: -91.927103), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 1.42m (4.66ft), Average Daily Traffic: 211 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 232 (year 2039), Design Load: HS 20, Features Intersected: BR RED CEDAR RIVER, Facility Carried by Structure: LRD E 3RD ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Excellent, 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior 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: B170165, Location: 2.4M E JCT CTH K (Lat: 44.835044, Lng: -91.956422), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 1,421 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 1,563 (year 2039), Design Load: HS 20, Features Intersected: IRVING CREEK, Facility Carried by Structure: CTH D
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B170165, Location: 2.4M E JCT CTH K (Lat: 44.835044, Lng: -91.956422), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 1,421 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 1,563 (year 2039), Design Load: HS 20, Features Intersected: IRVING CREEK, Facility Carried by Structure: CTH D
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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 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: B170172, Location: 0.5M W JCT STH 79 (Lat: 44.944639, Lng: -91.985747), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 1.73m (5.68ft), Average Daily Traffic: 25 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 26 (year 2039), Design Load: HS 20, Features Intersected: COON CREEK, Facility Carried by Structure: LRD 730TH AVE (DEA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B170172, Location: 0.5M W JCT STH 79 (Lat: 44.944639, Lng: -91.985747), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 1.73m (5.68ft), Average Daily Traffic: 25 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 26 (year 2039), Design Load: HS 20, Features Intersected: COON CREEK, Facility Carried by Structure: LRD 730TH AVE (DEA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present 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: 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: B170174, Location: 1.1M W JCT STH 25 TO N (Lat: 44.908133, Lng: -91.949939), Route carried "on" structure: Interstate 94, Year Built: 2006, Status: Open, Structure Length: 4.20m (13.78ft), Average Daily Traffic: 16,600 (year 2019), Truck Traffic: 26%, Average Future Daily Traffic: 44,950 (year 2039), Design Load: HS 20, Features Intersected: WILSON CREEK
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), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 82.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B170174, Location: 1.1M W JCT STH 25 TO N (Lat: 44.908133, Lng: -91.949939), Route carried "on" structure: Interstate 94, Year Built: 2006, Status: Open, Structure Length: 4.20m (13.78ft), Average Daily Traffic: 16,600 (year 2019), Truck Traffic: 26%, Average Future Daily Traffic: 44,950 (year 2039), Design Load: HS 20, Features Intersected: WILSON CREEK
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), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 82.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B170175, Location: 8.6M E JCT CTH Q TO N (Lat: 44.907725, Lng: -91.950367), Route carried "on" structure: Interstate 94, Year Built: 2004, Status: Open, Structure Length: 4.20m (13.78ft), Average Daily Traffic: 16,600 (year 2019), Truck Traffic: 26%, Average Future Daily Traffic: 44,950 (year 2039), Design Load: HS 20, Features Intersected: WILSON CREEK
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), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 80.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B170175, Location: 8.6M E JCT CTH Q TO N (Lat: 44.907725, Lng: -91.950367), Route carried "on" structure: Interstate 94, Year Built: 2004, Status: Open, Structure Length: 4.20m (13.78ft), Average Daily Traffic: 16,600 (year 2019), Truck Traffic: 26%, Average Future Daily Traffic: 44,950 (year 2039), Design Load: HS 20, Features Intersected: WILSON CREEK
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), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 80.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B17019, Location: 130FT. WEST OF 257TH ST. (Lat: 44.683861, Lng: -92.031167), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 192 (year 2019), Average Future Daily Traffic: 211 (year 2039), Design Load: HS 20, Features Intersected: BR. OF MISSOURI CREEK, Facility Carried by Structure: CTH Z
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B17019, Location: 130FT. WEST OF 257TH ST. (Lat: 44.683861, Lng: -92.031167), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 192 (year 2019), Average Future Daily Traffic: 211 (year 2039), Design Load: HS 20, Features Intersected: BR. OF MISSOURI CREEK, Facility Carried by Structure: CTH Z
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B170193, Location: AT I94 (Lat: 44.905500, Lng: -91.880078), Route carried "on" structure: City street , Year Built: 2009, Status: Open, Structure Length: 8.05m (26.41ft), Average Daily Traffic: 1,200 (year 2019), Average Future Daily Traffic: 1,830 (year 2039), Design Load: HS 20, Features Intersected: IH 94, Facility Carried by Structure: LRD STOKKE PRWY.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.1m (134.8ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.0m, Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.6m (51.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 82.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B170193, Location: AT I94 (Lat: 44.905500, Lng: -91.880078), Route carried "on" structure: City street , Year Built: 2009, Status: Open, Structure Length: 8.05m (26.41ft), Average Daily Traffic: 1,200 (year 2019), Average Future Daily Traffic: 1,830 (year 2039), Design Load: HS 20, Features Intersected: IH 94, Facility Carried by Structure: LRD STOKKE PRWY.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.1m (134.8ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.0m, Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.6m (51.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 82.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B170195, Location: 0.15 MILES N. OF 330TH ST (Lat: 44.848969, Lng: -91.998667), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 1.75m (5.74ft), Average Daily Traffic: 253 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 278 (year 2039), Design Load: HS 20, Features Intersected: BR IRVING CR, Facility Carried by Structure: CTH K
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B170195, Location: 0.15 MILES N. OF 330TH ST (Lat: 44.848969, Lng: -91.998667), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 1.75m (5.74ft), Average Daily Traffic: 253 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 278 (year 2039), Design Load: HS 20, Features Intersected: BR IRVING CR, Facility Carried by Structure: CTH K
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B170204, Location: 0.5M E JCT CTH O (Lat: 44.698192, Lng: -91.780256), Route carried "on" structure: State highway 85, Year Built: 2011, Status: Open, Structure Length: 1.78m (5.84ft), Average Daily Traffic: 1,700 (year 2019), Average Future Daily Traffic: 1,850 (year 2039), Design Load: HL 93, Features Intersected: DUSHAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 52.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, 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: B170204, Location: 0.5M E JCT CTH O (Lat: 44.698192, Lng: -91.780256), Route carried "on" structure: State highway 85, Year Built: 2011, Status: Open, Structure Length: 1.78m (5.84ft), Average Daily Traffic: 1,700 (year 2019), Average Future Daily Traffic: 1,850 (year 2039), Design Load: HL 93, Features Intersected: DUSHAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 52.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, 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: B170208, Location: 2.2M W JCT CTH B TO N (Lat: 44.908047, Lng: -91.896453), Route carried "on" structure: Interstate 94, Year Built: 2013, Status: Open, Structure Length: 14.20m (46.59ft), Average Daily Traffic: 18,768 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 24,000 (year 2039), Design Load: HL 93, Features Intersected: RED CEDAR RIVER
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: 18.3m (60.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 47.9m (157.2ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 46.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Underwater Inspection Frequency: Every 72 months, Inspection Date: December 2020, Underwater Inspection Date: October 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B170208, Location: 2.2M W JCT CTH B TO N (Lat: 44.908047, Lng: -91.896453), Route carried "on" structure: Interstate 94, Year Built: 2013, Status: Open, Structure Length: 14.20m (46.59ft), Average Daily Traffic: 18,768 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 24,000 (year 2039), Design Load: HL 93, Features Intersected: RED CEDAR RIVER
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: 18.3m (60.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 47.9m (157.2ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 46.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Underwater Inspection Frequency: Every 72 months, Inspection Date: December 2020, Underwater Inspection Date: October 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B170209, Location: 1.6M E JCT STH 25 TO N (Lat: 44.907750, Lng: -91.898306), Route carried "on" structure: Interstate 94, Year Built: 2014, Status: Open, Structure Length: 14.20m (46.59ft), Average Daily Traffic: 17,532 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 30,580 (year 2039), Design Load: HL 93, Features Intersected: RED CEDAR RIVER
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: 18.3m (60.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 47.9m (157.2ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Underwater Inspection Frequency: Every 72 months, Inspection Date: December 2020, Underwater Inspection Date: October 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B170209, Location: 1.6M E JCT STH 25 TO N (Lat: 44.907750, Lng: -91.898306), Route carried "on" structure: Interstate 94, Year Built: 2014, Status: Open, Structure Length: 14.20m (46.59ft), Average Daily Traffic: 17,532 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 30,580 (year 2039), Design Load: HL 93, Features Intersected: RED CEDAR RIVER
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: 18.3m (60.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 47.9m (157.2ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Underwater Inspection Frequency: Every 72 months, Inspection Date: December 2020, Underwater Inspection Date: October 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B170221, Location: 6.5M E JCT CTH Q TO N (Lat: 44.914189, Lng: -91.990750), Route carried "on" structure: Interstate 94, Year Built: 2018, Status: Open, Structure Length: 3.79m (12.43ft), Average Daily Traffic: 17,750 (year 2018), Average Future Daily Traffic: 21,300 (year 2038), Design Load: HL 93, Features Intersected: LRD STEWARD RD/650TH AVE
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: 18.3m (60.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B170221, Location: 6.5M E JCT CTH Q TO N (Lat: 44.914189, Lng: -91.990750), Route carried "on" structure: Interstate 94, Year Built: 2018, Status: Open, Structure Length: 3.79m (12.43ft), Average Daily Traffic: 17,750 (year 2018), Average Future Daily Traffic: 21,300 (year 2038), Design Load: HL 93, Features Intersected: LRD STEWARD RD/650TH AVE
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: 18.3m (60.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: B170222, Location: 3.2M W JCT STH 25 TO N (Lat: 44.914608, Lng: -91.990389), Route carried "on" structure: Interstate 94, Year Built: 2019, Status: Open, Structure Length: 3.79m (12.43ft), Average Daily Traffic: 17,750 (year 2018), Average Future Daily Traffic: 21,300 (year 2038), Design Load: HL 93, Features Intersected: LRD STEWARD RD/650TH AVE
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: 18.3m (60.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B170222, Location: 3.2M W JCT STH 25 TO N (Lat: 44.914608, Lng: -91.990389), Route carried "on" structure: Interstate 94, Year Built: 2019, Status: Open, Structure Length: 3.79m (12.43ft), Average Daily Traffic: 17,750 (year 2018), Average Future Daily Traffic: 21,300 (year 2038), Design Load: HL 93, Features Intersected: LRD STEWARD RD/650TH AVE
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: 18.3m (60.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: B170223, Location: 7.8M E JCT CTH Q TO N (Lat: 44.909400, Lng: -91.965431), Route carried "on" structure: Interstate 94, Year Built: 2018, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 17,750 (year 2018), Average Future Daily Traffic: 21,300 (year 2038), Design Load: HL 93, Features Intersected: LRD 390TH ST
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: 18.3m (60.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B170223, Location: 7.8M E JCT CTH Q TO N (Lat: 44.909400, Lng: -91.965431), Route carried "on" structure: Interstate 94, Year Built: 2018, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 17,750 (year 2018), Average Future Daily Traffic: 21,300 (year 2038), Design Load: HL 93, Features Intersected: LRD 390TH ST
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: 18.3m (60.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: B170224, Location: 1.9M W JCT STH 25 TO N (Lat: 44.909622, Lng: -91.965067), Route carried "on" structure: Interstate 94, Year Built: 2019, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 17,750 (year 2018), Average Future Daily Traffic: 21,300 (year 2038), Design Load: HL 93, Features Intersected: LRD 390TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B170224, Location: 1.9M W JCT STH 25 TO N (Lat: 44.909622, Lng: -91.965067), Route carried "on" structure: Interstate 94, Year Built: 2019, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 17,750 (year 2018), Average Future Daily Traffic: 21,300 (year 2038), Design Load: HL 93, Features Intersected: LRD 390TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: B170638, Location: 1.1M E JCT STH 25 (Lat: 44.885369, Lng: -91.928411), Route carried "on" structure: US 12, Year Built: 1941, Year Reconstructed: 1993, Status: Open, Structure Length: 25.26m (82.87ft), Average Daily Traffic: 11,100 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 12,800 (year 2038), Design Load: H 15, Features Intersected: RED CEDAR RIVER
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: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 7, Length of Maximum Span: 56.4m (185.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 96 months, Inspection Date: May 2021, Underwater Inspection Date: July 2019, Other Special Inspection Date: April 2015, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B170638, Location: 1.1M E JCT STH 25 (Lat: 44.885369, Lng: -91.928411), Route carried "on" structure: US 12, Year Built: 1941, Year Reconstructed: 1993, Status: Open, Structure Length: 25.26m (82.87ft), Average Daily Traffic: 11,100 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 12,800 (year 2038), Design Load: H 15, Features Intersected: RED CEDAR RIVER
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: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 7, Length of Maximum Span: 56.4m (185.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 96 months, Inspection Date: May 2021, Underwater Inspection Date: July 2019, Other Special Inspection Date: April 2015, 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: B170847, Location: 1.5M E JCT CTH K (Lat: 44.927817, Lng: -91.986847), Route carried "on" structure: US 12, Year Built: 1949, Year Reconstructed: 1992, Status: Open, Structure Length: 6.82m (22.38ft), Average Daily Traffic: 2,400 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 3,260 (year 2039), Design Load: H 20, Features Intersected: ANNIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.8m (81.4ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: 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: Somewhat better than minimum adequacy, 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B170847, Location: 1.5M E JCT CTH K (Lat: 44.927817, Lng: -91.986847), Route carried "on" structure: US 12, Year Built: 1949, Year Reconstructed: 1992, Status: Open, Structure Length: 6.82m (22.38ft), Average Daily Traffic: 2,400 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 3,260 (year 2039), Design Load: H 20, Features Intersected: ANNIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.8m (81.4ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: 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: Somewhat better than minimum adequacy, 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: 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: P170062, Location: 0.4M S JCT USH 12 (Lat: 44.918206, Lng: -91.965375), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 1,116 (year 2019), Average Future Daily Traffic: 1,227 (year 2039), Design Load: H 15, Features Intersected: WILSON CREEK, Facility Carried by Structure: LRD 390TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.8m (68.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 26.1 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.65m (8.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $281,000, Roadway Improvement Cost: $28,000, Total Project Cost: $422,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: P170062, Location: 0.4M S JCT USH 12 (Lat: 44.918206, Lng: -91.965375), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 1,116 (year 2019), Average Future Daily Traffic: 1,227 (year 2039), Design Load: H 15, Features Intersected: WILSON CREEK, Facility Carried by Structure: LRD 390TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.8m (68.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 26.1 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.65m (8.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $281,000, Roadway Improvement Cost: $28,000, Total Project Cost: $422,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete