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

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Structure Number: B110002,  Location: 0.8M E JCT USH 51 (Lat: 43.546436,  Lng: -89.447700),  Route carried "on" structure: State highway 33,  Year Built: 1951,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 6.68m (21.92ft),  Average Daily Traffic: 5,500 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,090 (year 2039),  Design Load: HS 20,  Features Intersected: SOO LINE RR
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: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 60.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum 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: B110003,  Location: 1.1M E JCT USH 51 (Lat: 43.549225,  Lng: -89.442806),  Route carried "on" structure: State highway 33,  Year Built: 1951,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 5,500 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,160 (year 2040),  Design Load: H 20,  Features Intersected: FOX RIVER CANAL
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),  Skew: 4 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-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 57.0 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: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.36m (17.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $856,000,  Roadway Improvement Cost: $85,000,  Total Project Cost: $1,284,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B110021,  Location: 0.5M E JCT CTH W (Lat: 43.508961,  Lng: -89.531292),  Route carried "on" structure: State highway 33,  Year Built: 1961,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 5.57m (18.27ft),  Average Daily Traffic: 7,800 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,960 (year 2040),  Design Load: HS 20,  Features Intersected: BARABOO RIVER
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),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 49.0 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: 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,  Inspection Date: July 2021,  Underwater Inspection Date: October 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B110033,  Location: 0.6M E JCT STH 33 (Lat: 43.506531,  Lng: -89.519194),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 60 (year 2019),  Average Future Daily Traffic: 220 (year 2040),  Design Load: H 15,  Features Intersected: IH 90-IH 94,  Facility Carried by Structure: LRD CASCADE MOUNTA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.1m (82.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 31.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.8 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: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 8.14m (26.71ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 72 months,  Inspection Date: May 2021,  Other Special Inspection Date: November 2018,  Bridge Improvement Cost: $624,000,  Roadway Improvement Cost: $62,000,  Total Project Cost: $937,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: B110052,  Location: 1.2M N JCT IH 90 TO E (Lat: 43.501231,  Lng: -89.483819),  Route carried "on" structure: Interstate 39,  Year Built: 1962,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 5.29m (17.36ft),  Average Daily Traffic: 7,600 (year 2019),  Truck Traffic: 23%,  Average Future Daily Traffic: 17,960 (year 2039),  Design Load: HS 20,  Features Intersected: BARABOO 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: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.3m (56.8ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 68.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 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: Superior 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 2020,  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: B110053,  Location: 1.9M S JCT STH 33 TO E (Lat: 43.501686,  Lng: -89.484386),  Route carried "on" structure: Interstate 39,  Year Built: 1962,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 5.29m (17.36ft),  Average Daily Traffic: 7,600 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 15,650 (year 2039),  Design Load: HS 20,  Features Intersected: BARABOO 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: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.3m (56.8ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 67.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior 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 2020,  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: B110054,  Location: 2.0M E JCT IH 90 TO E (Lat: 43.524989,  Lng: -89.489711),  Route carried "on" structure: State highway 33,  Year Built: 1962,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 8,500 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,650 (year 2040),  Design Load: HS 20,  Features Intersected: IH 39
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: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 50.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.22m (23.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,152,000,  Roadway Improvement Cost: $115,000,  Total Project Cost: $1,729,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B110055,  Location: 1.1M N JCT STH 33 TO E (Lat: 43.538181,  Lng: -89.491997),  Route carried "on" structure: Interstate 39,  Year Built: 1964,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 34.24m (112.34ft),  Average Daily Traffic: 20,500 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 24,600 (year 2037),  Design Load: HS 20,  Features Intersected: WISCONSIN 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: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 45.1m (148.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  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: 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 72 months,  Inspection Date: September 2021,  Underwater Inspection Date: August 2019,  Other Special Inspection Date: November 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: B110056,  Location: 1.2M S JCT STH 16 TO E (Lat: 43.541267,  Lng: -89.493086),  Route carried "on" structure: Interstate 39,  Year Built: 1964,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 34.24m (112.34ft),  Average Daily Traffic: 20,500 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 24,600 (year 2037),  Design Load: HS 20,  Features Intersected: WISCONSIN 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: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 45.1m (148.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  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: 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 72 months,  Inspection Date: September 2021,  Underwater Inspection Date: August 2019,  Other Special Inspection Date: November 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: B110064,  Location: 1.0M N JCT STH 33 TO E (Lat: 43.536956,  Lng: -89.491706),  Route carried "on" structure: Interstate 39,  Year Built: 1964,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 2.63m (8.63ft),  Average Daily Traffic: 7,800 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 15,650 (year 2041),  Design Load: HS 20,  Features Intersected: LRD LEVEE 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: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Better than present minimum criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.08m (10.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $382,000,  Roadway Improvement Cost: $38,000,  Total Project Cost: $573,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B110065,  Location: 1.5M S JCT STH 16 TO E (Lat: 43.537222,  Lng: -89.492206),  Route carried "on" structure: Interstate 39,  Year Built: 1964,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 2.63m (8.63ft),  Average Daily Traffic: 7,700 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 15,650 (year 2040),  Design Load: HS 20,  Features Intersected: LRD LEVEE 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: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.08m (10.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $382,000,  Roadway Improvement Cost: $38,000,  Total Project Cost: $573,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B110071,  Location: 1.1M E JCT STH 78 TO N (Lat: 43.535667,  Lng: -89.473931),  Route carried "on" structure: State highway 33,  Year Built: 1968,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 20.22m (66.34ft),  Average Daily Traffic: 7,400 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,790 (year 2040),  Design Load: HS 20,  Features Intersected: WISCONSIN RIVER
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: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 43.6m (143.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2021,  Underwater Inspection Date: August 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: B110089,  Location: 0.8M E JCT STH 127 (Lat: 43.552389,  Lng: -89.484661),  Route carried "on" structure: State highway 16,  Year Built: 1977,  Status: Open,  Structure Length: 9.33m (30.61ft),  Average Daily Traffic: 7,000 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,670 (year 2040),  Design Load: HS 20,  Features Intersected: CMSTPP RR
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),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.0m,  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: B110098,  Location: 0.3M S JCT STH 78 TO S (Lat: 43.490619,  Lng: -89.494172),  Route carried "on" structure: Interstate 39,  Year Built: 1993,  Status: Open,  Structure Length: 10.98m (36.02ft),  Average Daily Traffic: 7,490 (year 2019),  Truck Traffic: 23%,  Average Future Daily Traffic: 17,960 (year 2039),  Design Load: HS 20,  Features Intersected: IH 90/94 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.9m (124.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: B1101,  Location: 0.2M S JCT STH 78 TO S (Lat: 43.491056,  Lng: -89.493108),  Route carried "on" structure: Interstate 39,  Year Built: 1993,  Status: Open,  Structure Length: 4.12m (13.52ft),  Average Daily Traffic: 7,490 (year 2019),  Truck Traffic: 23%,  Average Future Daily Traffic: 17,960 (year 2039),  Design Load: HS 20,  Features Intersected: RAMP STH 78N-IH 90,94 W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.2m (56.4ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 58.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: 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: B110102,  Location: 8.1M N JCT CTH DL (Lat: 43.487575,  Lng: -89.493844),  Route carried "on" structure: Interstate 39,  Year Built: 1994,  Status: Open,  Structure Length: 10.49m (34.42ft),  Average Daily Traffic: 2,305 (year 2019),  Average Future Daily Traffic: 2,305 (year 2039),  Design Load: HS 20,  Features Intersected: IH 90/94
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.9 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,  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: B11011,  Location: 1.9M E JCT STH 22 (Lat: 43.569917,  Lng: -89.267847),  Route carried "on" structure: State highway 33,  Year Built: 1995,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 4,600 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,760 (year 2039),  Design Load: HS 20,  Features Intersected: FOX RIVER
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: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 67.0 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: 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: 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: B110116,  Location: 2.6M N JCT STH 33 TO E (Lat: 43.559144,  Lng: -89.492967),  Route carried "on" structure: Interstate 39,  Year Built: 1999,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 6,920 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,350 (year 2039),  Design Load: HS 20,  Features Intersected: STH 16
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.4m (63.6ft),  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: B110117,  Location: 1.0M S JCT USH 51 (Lat: 43.559792,  Lng: -89.492958),  Route carried "on" structure: Interstate 39,  Year Built: 1999,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 7,000 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,350 (year 2040),  Design Load: HS 20,  Features Intersected: STH 16
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.4m (63.6ft),  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B110124,  Location: 1.8M S JCT STH 33 (Lat: 43.501822,  Lng: -89.475919),  Route carried "on" structure: County highway ,  Year Built: 1997,  Status: Open,  Structure Length: 4.96m (16.27ft),  Average Daily Traffic: 132 (year 2019),  Average Future Daily Traffic: 145 (year 2039),  Design Load: HS 20,  Features Intersected: BARABOO RIVER,  Facility Carried by Structure: CTH U
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.4m (80.1ft),  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: 67.0 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2020,  Underwater 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: B110137,  Location: 0.2M E JCT STH 33 TO (Lat: 43.509325,  Lng: -89.521086),  Route carried "on" structure: Interstate 90,  Year Built: 2003,  Status: Open,  Structure Length: 3.25m (10.66ft),  Average Daily Traffic: 16,500 (year 2019),  Average Future Daily Traffic: 27,830 (year 2039),  Design Load: HS 20,  Features Intersected: BARABOO R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 22.2m (72.8ft),  Out-to-Out Width: 23.1m (75.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 90.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2020,  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: B110138,  Location: 2.3M W JCT STH 78 TO N (Lat: 43.509444,  Lng: -89.520611),  Route carried "on" structure: Interstate 90,  Year Built: 2004,  Status: Open,  Structure Length: 3.25m (10.66ft),  Average Daily Traffic: 16,600 (year 2019),  Truck Traffic: 18%,  Average Future Daily Traffic: 39,050 (year 2039),  Design Load: HS 20,  Features Intersected: BARABOO 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: 28.0m (91.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 90.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2020,  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: B11003,  Location: 13.9M E JCT USH 12 TO E (Lat: 43.512967,  Lng: -89.523703),  Route carried "under" structure: Interstate 90,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 33,100 (year 2019),  Truck Traffic: 13%,  Features Intersected: IH 90-IH 94,  Facility Carried by Structure: STH 33
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: B110033,  Location: 0.4M E JCT STH 33 TO E (Lat: 43.506531,  Lng: -89.519194),  Route carried "under" structure: Interstate 90,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 34,900 (year 2019),  Truck Traffic: 13%,  Features Intersected: IH 90-IH 94,  Facility Carried by Structure: LRD CASCADE MOUNTA
Minimum Vertical Clearance: 4.79m (15.72ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.1m (82.3ft)

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Structure Number: B110051,  Location: 0.9M N JCT IH 90 TO E (Lat: 43.496242,  Lng: -89.484558),  Route carried "under" structure: Interstate 39,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 14,800 (year 2019),  Truck Traffic: 23%,  Features Intersected: IH 39,  Facility Carried by Structure: LRD CASCADE MOUNTA
Minimum Vertical Clearance: 4.73m (15.52ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: B110054,  Location: 2.9M N JCT IH 90 TO E (Lat: 43.524989,  Lng: -89.489711),  Route carried "under" structure: Interstate 39,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 19,100 (year 2019),  Truck Traffic: 18%,  Features Intersected: IH 39,  Facility Carried by Structure: STH 33
Minimum Vertical Clearance: 5.07m (16.63ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: B110064,  Location: 0.8M W JCT STH 33 (Lat: 43.536956,  Lng: -89.491706),  Route carried "under" structure: City street ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 135 (year 2019),  Features Intersected: LRD LEVEE RD,  Facility Carried by Structure: IH 39 NB
Minimum Vertical Clearance: 3.66m (12.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 10.4m (34.1ft)

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Structure Number: B110065,  Location: 0.8M W JCT STH 33 (Lat: 43.537222,  Lng: -89.492206),  Route carried "under" structure: City street ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 135 (year 2019),  Features Intersected: LRD LEVEE RD,  Facility Carried by Structure: IH 39 SB
Minimum Vertical Clearance: 3.81m (12.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 10.4m (34.1ft)

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Structure Number: B110098,  Location: 2.1M E JCT STH 33 TO E (Lat: 43.490619,  Lng: -89.494172),  Route carried "under" structure: Interstate 90,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 33,100 (year 2019),  Truck Traffic: 13%,  Features Intersected: IH 90/94 EB,  Facility Carried by Structure: IH 39 SB
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.9m (124.3ft)

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Structure Number: B1101,  Location: 0.3M S JCT STH 78 TO S (Lat: 43.491056,  Lng: -89.493108),  Route carried "under" structure: Ramp Other road ,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 2,100 (year 2019),  Features Intersected: RAMP STH 78N-IH 90,94 W,  Facility Carried by Structure: IH 39
Minimum Vertical Clearance: 5.07m (16.63ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.2m (56.4ft)

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Structure Number: B110101,  Location: 2.3M E JCT STH 33 TO E (Lat: 43.488703,  Lng: -89.493156),  Route carried "under" structure: Interstate 90,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 3,200 (year 2019),  Truck Traffic: 13%,  Features Intersected: IH 90/94,  Facility Carried by Structure: STH 78 SB
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: B110102,  Location: 2.4M E JCT STH 33 TO E (Lat: 43.487575,  Lng: -89.493844),  Route carried "under" structure: Interstate 90,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 3,400 (year 2019),  Truck Traffic: 13%,  Features Intersected: IH 90/94,  Facility Carried by Structure: IH STH 78/IH 39
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: B110116,  Location: 0.1M E JCT STH 127 (Lat: 43.559144,  Lng: -89.492967),  Route carried "under" structure: State highway 16,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 8,100 (year 2019),  Truck Traffic: 3%,  Features Intersected: STH 16,  Facility Carried by Structure: IH NB IH 39
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 19.4m (63.6ft)

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Structure Number: B110117,  Location: 0.1M E JCT STH 127 (Lat: 43.559792,  Lng: -89.492958),  Route carried "under" structure: State highway 16,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 8,100 (year 2019),  Truck Traffic: 3%,  Features Intersected: STH 16,  Facility Carried by Structure: IH 39 SB
Minimum Vertical Clearance: 5.14m (16.86ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 19.4m (63.6ft)

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Structure Number: B110118,  Location: 0.7M N JCT STH 16 TO W (Lat: 43.547314,  Lng: -89.465114),  Route carried "under" structure: US 51,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 99 (year 2019),  Features Intersected: USH 51,  Facility Carried by Structure: CANADIAN PACIFIC R
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 13.9m (45.6ft)