Bridge Statistics for Hudson, Wisconsin (WI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: B550025,  Location: 0.1M E JCT CTH CC (Lat: 45.163011,  Lng: -92.592925),  Route carried "on" structure: County highway ,  Year Built: 1957,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 1,750 (year 2019),  Average Future Daily Traffic: 3,562 (year 2039),  Design Load: H 15,  Features Intersected: APPLE RIVER,  Facility Carried by Structure: CTH C
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 continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 24.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.6 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,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: B550026,  Location: 0.6M W JCT CTH F (Lat: 44.962425,  Lng: -92.743339),  Route carried "on" structure: City street ,  Year Built: 1973,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 7.17m (23.52ft),  Average Daily Traffic: 13,800 (year 2018),  Average Future Daily Traffic: 16,560 (year 2038),  Design Load: HS 20,  Features Intersected: IH 94-USH 12-STH 35,  Facility Carried by Structure: LRD 11TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.4m (116.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 52.3 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: Somewhat better than minimum adequacy,  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 24 months,  Inspection Date: June 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: B550032,  Location: 2.0M E JCT USH 12 (J) (Lat: 44.963353,  Lng: -92.642411),  Route carried "on" structure: Interstate 94,  Year Built: 1958,  Status: Open,  Structure Length: 3.79m (12.43ft),  Average Daily Traffic: 20,500 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 44,026 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: LRD KINNEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 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: Equal to 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: B55006,  Location: 3.2M N JCT STH 64 (Lat: 45.122575,  Lng: -92.687981),  Route carried "on" structure: County highway ,  Year Built: 1966,  Status: Open,  Structure Length: 8.18m (26.84ft),  Average Daily Traffic: 5,356 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,891 (year 2039),  Design Load: HS 20,  Features Intersected: SOO LINE,  Facility Carried by Structure: CTH VV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.6m (90.6ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 41.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: B550061,  Location: 0.5M W JCT STH 35 TO N (Lat: 44.962903,  Lng: -92.758253),  Route carried "on" structure: Interstate 94,  Year Built: 1973,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 72.55m (238.02ft),  Average Daily Traffic: 44,950 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 53,940 (year 2038),  Design Load: HS 20,  Features Intersected: QUIXOTE AVE-ST CROIX RIV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Navigation Control: Yes ( Vertical Clearance: 15.8m (51.8ft), Horizontal Clearance: 95.4m (313.0ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 118.9m (390.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 72 months,  Inspection Date: June 2021,  Underwater Inspection Date: October 2021,  Other Special Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B550065,  Location: 0.2M E JCT STH 35 TO N (Lat: 44.962539,  Lng: -92.751025),  Route carried "on" structure: Interstate 94,  Year Built: 1972,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 87,000 (year 2019),  Truck Traffic: 18%,  Average Future Daily Traffic: 111,300 (year 2037),  Design Load: HS 20,  Features Intersected: LRD FRONT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 42.0m (137.8ft),  Out-to-Out Width: 42.7m (140.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.8 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: 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: B550066,  Location: 0.6M E MINN STATE LINE (Lat: 44.962508,  Lng: -92.752694),  Route carried "on" structure: Interstate 94,  Year Built: 1972,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 87,000 (year 2019),  Truck Traffic: 18%,  Average Future Daily Traffic: 111,300 (year 2037),  Design Load: HS 20,  Features Intersected: STH 35 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 43.0m (141.1ft),  Out-to-Out Width: 43.8m (143.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  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: B550073,  Location: 1.9M N JCT IH 94 TO W (Lat: 44.988606,  Lng: -92.757042),  Route carried "on" structure: State highway 35,  Year Built: 1978,  Status: Open,  Structure Length: 11.54m (37.86ft),  Average Daily Traffic: 11,900 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 14,280 (year 2038),  Design Load: HS 20,  Features Intersected: LAKE MALLALIEU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.2m (125.3ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 76.7 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 72 months,  Inspection Date: September 2020,  Underwater Inspection Date: July 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: B55008,  Location: 1.8M S JCT CTH TT (Lat: 44.951589,  Lng: -92.517247),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 2.48m (8.14ft),  Average Daily Traffic: 176 (year 2019),  Average Future Daily Traffic: 191 (year 2039),  Design Load: H 20,  Features Intersected: KINNICKINNIC RIVER,  Facility Carried by Structure: LRD 140TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 47.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: B550098,  Location: 0.4M E JCT STH 35 (Lat: 44.984539,  Lng: -92.749461),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 4.04m (13.25ft),  Average Daily Traffic: 865 (year 2019),  Average Future Daily Traffic: 861 (year 2039),  Design Load: HS 20,  Features Intersected: UNION PACIFIC RR,  Facility Carried by Structure: LRD SEVENTH ST (DE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.0m,  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B550118,  Location: 1.0M S JCT CTH UU (Lat: 44.963150,  Lng: -92.720908),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 7.14m (23.43ft),  Average Daily Traffic: 34,000 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 35,020 (year 2039),  Design Load: HS 20,  Features Intersected: IH 94-USH 12-STH 35,  Facility Carried by Structure: LRD CARMICHAEL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.1m (115.2ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 34.0m (111.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 82.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B55012,  Location: 1.9M N JCT USH 12 (Lat: 45.019358,  Lng: -92.436244),  Route carried "on" structure: County highway ,  Year Built: 1994,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 2,321 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,553 (year 2039),  Design Load: HS 20,  Features Intersected: GIRARDS CREEK,  Facility Carried by Structure: CTH T
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B550126,  Location: AT MINNESOTA STATE LINE (Lat: 44.962300,  Lng: -92.767500),  Route carried "on" structure: Interstate 94,  Year Built: 1995,  Status: Open,  Structure Length: 72.39m (237.50ft),  Average Daily Traffic: 44,950 (year 2018),  Average Future Daily Traffic: 53,940 (year 2038),  Design Load: HS 20,  Features Intersected: LRD QUIXOTE AVE-ST CROIX
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Navigation Control: Yes ( Vertical Clearance: 18.3m (60.0ft), Horizontal Clearance: 97.8m (320.9ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 118.9m (390.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2021,  Underwater Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B550132,  Location: 1.3M S JCT IH 94 (Lat: 44.949047,  Lng: -92.727058),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 2.54m (8.33ft),  Average Daily Traffic: 3,502 (year 2019),  Average Future Daily Traffic: 3,852 (year 2039),  Design Load: HS 20,  Features Intersected: LRD ALBERT ROAD,  Facility Carried by Structure: LRD CARMICHAEL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 80.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B550133,  Location: 1.3M S JCT IH 94 (Lat: 44.948814,  Lng: -92.727592),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 2.54m (8.33ft),  Average Daily Traffic: 3,502 (year 2019),  Average Future Daily Traffic: 3,852 (year 2039),  Design Load: HS 20,  Features Intersected: LRD ALBERT ROAD,  Facility Carried by Structure: LRD CARMICHAEL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 80.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B550146,  Location: .1M E JCT CTH UU (Lat: 44.958689,  Lng: -92.694933),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 6.90m (22.64ft),  Average Daily Traffic: 4,300 (year 2019),  Average Future Daily Traffic: 5,160 (year 2039),  Design Load: HS 20,  Features Intersected: STH 35,  Facility Carried by Structure: LRD STAGELINE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 76.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum 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: B550147,  Location: 3.0M E JCT CTH F (Lat: 44.963711,  Lng: -92.694886),  Route carried "on" structure: Interstate 94,  Year Built: 2000,  Status: Open,  Structure Length: 5.01m (16.44ft),  Average Daily Traffic: 33,300 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 35,505 (year 2039),  Design Load: HS 20,  Features Intersected: STH 35
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.8 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: 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: June 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: B550148,  Location: 7.0M W JCT STH 65 (Lat: 44.964072,  Lng: -92.694358),  Route carried "on" structure: Interstate 94,  Year Built: 2000,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 5.01m (16.44ft),  Average Daily Traffic: 36,975 (year 2019),  Truck Traffic: 18%,  Average Future Daily Traffic: 45,575 (year 2037),  Design Load: HS 20,  Features Intersected: STH 35
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.0m (72.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B550151,  Location: 0.8M E JCT STH 35 (J) (Lat: 44.963522,  Lng: -92.679994),  Route carried "on" structure: US 12,  Year Built: 1999,  Status: Open,  Structure Length: 6.88m (22.57ft),  Average Daily Traffic: 14,900 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,880 (year 2038),  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: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.8m (110.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 32.6m (107.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 71.8 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 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: B550267,  Location: 1.1M N JCT CTH A (Lat: 45.002050,  Lng: -92.720547),  Route carried "on" structure: City street ,  Year Built: 2014,  Status: Open,  Structure Length: 1.60m (5.25ft),  Average Daily Traffic: 850 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 911 (year 2039),  Design Load: HL 93,  Features Intersected: WILLOW RIVER,  Facility Carried by Structure: LRD TROUT BROOK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 1.2m (3.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 46.0 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: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: P550146,  Location: 1.3M N JCT CTH A (Lat: 45.004072,  Lng: -92.721125),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Posted for load,  Structure Length: 3.31m (10.86ft),  Average Daily Traffic: 850 (year 2019),  Average Future Daily Traffic: 1,856 (year 2039),  Design Load: H 20,  Features Intersected: WILLOW RIVER,  Facility Carried by Structure: LRD TROUT BROOK RD
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),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.8m (35.4ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 27.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 13.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: B550026,  Location: 0.6M E JCT STH 35 TO N (Lat: 44.962425,  Lng: -92.743339),  Route carried "under" structure: Interstate 94,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 89,900 (year 2018),  Truck Traffic: 1%,  Features Intersected: IH 94-USH 12-STH 35,  Facility Carried by Structure: LRD 11TH ST
Minimum Vertical Clearance: 6.06m (19.88ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: B550031,  Location: 0.5M N JCT CTH N (Lat: 44.963717,  Lng: -92.641633),  Route carried "under" structure: City street ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 1,300 (year 2019),  Features Intersected: LRD KINNEY RD,  Facility Carried by Structure: IH 94 WB
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: B550032,  Location: 0.5M N JCT CTH N (Lat: 44.963353,  Lng: -92.642411),  Route carried "under" structure: City street ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 1,300 (year 2019),  Features Intersected: LRD KINNEY RD,  Facility Carried by Structure: IH 94 EB
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: B550061,  Location: AT USH 12 (Lat: 44.962903,  Lng: -92.758253),  Route carried "under" structure: Other road ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 10 (year 2019),  Features Intersected: QUIXOTE AVE-ST CROIX RIV,  Facility Carried by Structure: IH 94 WB-USH 12 WB
Minimum Vertical Clearance: 10.72m (35.17ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 118.9m (390.1ft)

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Structure Number: B550065,  Location: 0.3M S JCT STH 35 (Lat: 44.962539,  Lng: -92.751025),  Route carried "under" structure: City street ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2019),  Truck Traffic: 5%,  Features Intersected: LRD FRONT ST,  Facility Carried by Structure: IH 94-USH 12-STH 3
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: B550066,  Location: AT JCT IH 94 (Lat: 44.962508,  Lng: -92.752694),  Route carried "under" structure: State highway 35,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 9,650 (year 2019),  Truck Traffic: 12%,  Features Intersected: STH 35 SB,  Facility Carried by Structure: IH 94-USH 12-STH 3
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: B550084,  Location: 0.6M E JCT STH 35 (Lat: 44.984681,  Lng: -92.749528),  Route carried "under" structure: City street ,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 2,530 (year 2019),  Features Intersected: LRD A ELEVENTH ST,  Facility Carried by Structure: CNW RR
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: B550118,  Location: 1.7M E JCT STH 35 TO N (Lat: 44.963150,  Lng: -92.720908),  Route carried "under" structure: Interstate 94,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 73,000 (year 2019),  Truck Traffic: 12%,  Features Intersected: IH 94-USH 12-STH 35,  Facility Carried by Structure: LRD CARMICHAEL RD
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: B550126,  Location: 0.4M N JCT STH 95 (Lat: 44.962300,  Lng: -92.767500),  Route carried "under" structure: City street ,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 10 (year 2019),  Features Intersected: LRD QUIXOTE AVE-ST CROIX,  Facility Carried by Structure: IH 94 EB-USH 12 EB
Minimum Vertical Clearance: 9.75m (31.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 118.9m (390.1ft)

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Structure Number: B550132,  Location: 0.1M S JCT BIENEMAN DR (Lat: 44.949047,  Lng: -92.727058),  Route carried "under" structure: City street ,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 99 (year 2019),  Features Intersected: LRD ALBERT ROAD,  Facility Carried by Structure: LRD CARMICHAEL RD
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: B550133,  Location: 0.1M S JCT BIENEMAN DR (Lat: 44.948814,  Lng: -92.727592),  Route carried "under" structure: City street ,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 99 (year 2019),  Features Intersected: LRD ALBERT ROAD,  Facility Carried by Structure: LRD CARMICHAEL RD
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: B550146,  Location: 6.6M N JCT STH 65 (Lat: 44.958689,  Lng: -92.694933),  Route carried "under" structure: State highway 35,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 17,500 (year 2019),  Truck Traffic: 8%,  Features Intersected: STH 35,  Facility Carried by Structure: LRD STAGELINE RD
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: B550147,  Location: 7.0M N JCT CTH FF (Lat: 44.963711,  Lng: -92.694886),  Route carried "under" structure: State highway 35,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 10,300 (year 2019),  Features Intersected: STH 35,  Facility Carried by Structure: IH 94 EB
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: B550148,  Location: 7.0M N JCT CTH FF (Lat: 44.964072,  Lng: -92.694358),  Route carried "under" structure: State highway 35,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 10,800 (year 2019),  Truck Traffic: 12%,  Features Intersected: STH 35,  Facility Carried by Structure: IH 94 WB
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: B550151,  Location: 0.7M E JCT STH 35 (J) (Lat: 44.963522,  Lng: -92.679994),  Route carried "under" structure: Interstate 94,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 57,700 (year 2018),  Truck Traffic: 13%,  Features Intersected: IH 94,  Facility Carried by Structure: USH 12
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: B550917,  Location: 1.8M N JCT IH 94 TO W (Lat: 44.986667,  Lng: -92.756667),  Route carried "under" structure: State highway 35,  Year Built: 1934,  Structure Length: 0. m,  Average Daily Traffic: 99 (year 2019),  Features Intersected: STH 35-2ND ST,  Facility Carried by Structure: CNW RR
Minimum Vertical Clearance: 4.24m (13.91ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 17.7m (58.1ft)