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

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Structure Number: B450005,  Location: 0.5M W JCT CTH KW (Lat: 43.484903,  Lng: -87.870608),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 1.87m (6.14ft),  Average Daily Traffic: 58 (year 2019),  Average Future Daily Traffic: 63 (year 2039),  Design Load: H 20,  Features Intersected: SAUK CREEK,  Facility Carried by Structure: LRD CEDAR BEACH RD
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: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.6m (57.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 50.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: B450052,  Location: 0.4 MI E JCT CTH LL (Lat: 43.455808,  Lng: -87.832650),  Route carried "on" structure: County highway ,  Year Built: 1974,  Status: Open,  Structure Length: 8.06m (26.44ft),  Average Daily Traffic: 230 (year 2019),  Average Future Daily Traffic: 230 (year 2039),  Design Load: H 20,  Features Intersected: IH 43-STH 32,  Facility Carried by Structure: CTH P
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: 9.8m (32.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 44.1 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: B450053,  Location: 0.5 MI E JCT CTH LL (Lat: 43.470375,  Lng: -87.831017),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 8.07m (26.48ft),  Average Daily Traffic: 550 (year 2019),  Average Future Daily Traffic: 550 (year 2039),  Design Load: H 20,  Features Intersected: IH 43-STH 32,  Facility Carried by Structure: LRD SANDY BEACH 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: 7.3m (24.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.7m (133.5ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 55.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present 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: Low Slump Concrete

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Structure Number: B450054,  Location: 0.5M E JCT CTH LL (Lat: 43.484936,  Lng: -87.830994),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 7.95m (26.08ft),  Average Daily Traffic: 230 (year 2019),  Average Future Daily Traffic: 230 (year 2039),  Design Load: H 20,  Features Intersected: IH 43-STH 32,  Facility Carried by Structure: LRD CEDAR BEACH 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: 8.5m (27.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 52.3 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: 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: B450055,  Location: 0.1M E JCT CTH LL (Lat: 43.499436,  Lng: -87.831092),  Route carried "on" structure: County highway ,  Year Built: 1974,  Status: Open,  Structure Length: 7.96m (26.12ft),  Average Daily Traffic: 5,400 (year 2019),  Average Future Daily Traffic: 5,400 (year 2039),  Design Load: HS 20,  Features Intersected: IH 43-STH 32,  Facility Carried by Structure: CTH D
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: 9.1m (29.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 39.2 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: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: B450056,  Location: 0.2M E JCT CTH LL (Lat: 43.514028,  Lng: -87.824914),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 8.50m (27.89ft),  Average Daily Traffic: 95 (year 2019),  Average Future Daily Traffic: 95 (year 2039),  Design Load: H 20,  Features Intersected: IH 43-STH 32,  Facility Carried by Structure: LRD SILVER BEACH R
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: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  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: 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: B450057,  Location: 3.2 MI S JCT STH 32 (Lat: 43.528808,  Lng: -87.821722),  Route carried "on" structure: Interstate 43,  Year Built: 1974,  Status: Open,  Structure Length: 3.70m (12.14ft),  Average Daily Traffic: 12,400 (year 2019),  Truck Traffic: 15%,  Average Future Daily Traffic: 16,707 (year 2039),  Design Load: HS 20,  Features Intersected: LRD JAY 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: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.6m (54.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than 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: Low Slump Concrete

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Structure Number: B450058,  Location: 2.1 MI N JCT CTH D (Lat: 43.528436,  Lng: -87.821219),  Route carried "on" structure: Interstate 43,  Year Built: 1974,  Status: Open,  Structure Length: 3.70m (12.14ft),  Average Daily Traffic: 12,400 (year 2019),  Truck Traffic: 15%,  Average Future Daily Traffic: 16,912 (year 2039),  Design Load: HS 20,  Features Intersected: LRD JAY 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: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.6m (54.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than 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: Low Slump Concrete

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Structure Number: B450064,  Location: 3.7M N JCT STH 32 TO S (Lat: 43.452125,  Lng: -87.832575),  Route carried "on" structure: Interstate 43,  Year Built: 1974,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 27,100 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 32,360 (year 2039),  Design Load: HS 20,  Features Intersected: SUCKER 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: 48.2m (158.1ft),  Skew: 4 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: Satisfactory,  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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: B450065,  Location: 0.3M E JCT CTH LL (Lat: 43.455814,  Lng: -87.832653),  Route carried "on" structure: County highway ,  Year Built: 1974,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 210 (year 2019),  Average Future Daily Traffic: 210 (year 2040),  Design Load: H 20,  Features Intersected: SUCKER CREEK,  Facility Carried by Structure: CTH P
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),  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: Satisfactory,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: B450066,  Location: 4.6M N JCT STH 32 TO S (Lat: 43.464625,  Lng: -87.831189),  Route carried "on" structure: Interstate 43,  Year Built: 1974,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 24,800 (year 2019),  Truck Traffic: 15%,  Average Future Daily Traffic: 32,360 (year 2039),  Design Load: HS 20,  Features Intersected: SUCKER 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: 48.2m (158.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: B4501,  Location: 0.3M W JCT CTH KW (Lat: 43.470347,  Lng: -87.869606),  Route carried "on" structure: County highway ,  Year Built: 2013,  Status: Open,  Structure Length: 2.27m (7.45ft),  Average Daily Traffic: 820 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 588 (year 2039),  Design Load: HL 93,  Features Intersected: SAUK CREEK,  Facility Carried by Structure: CTH A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 57.7 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: 43.7 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: Equal to present desirable 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: 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: P450024,  Location: 0.3M S JCT CTH D (Lat: 43.496269,  Lng: -87.880528),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 105 (year 2019),  Average Future Daily Traffic: 115 (year 2039),  Design Load: H 15,  Features Intersected: SAUK CREEK,  Facility Carried by Structure: LRD SIX MILE RD
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: 9.1m (29.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 31.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 17.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  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: Bituminous

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Structure Number: B450052,  Location: 4.0M N JCT STH 32 TO S (Lat: 43.455808,  Lng: -87.832650),  Route carried "under" structure: Interstate 43,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 27,100 (year 2018),  Truck Traffic: 15%,  Features Intersected: IH 43-STH 32,  Facility Carried by Structure: CTH P
Minimum Vertical Clearance: 5.18m (16.99ft),  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: 39.6m (129.9ft)

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Structure Number: B450053,  Location: 5.0M N JCT STH 32 TO S (Lat: 43.470375,  Lng: -87.831017),  Route carried "under" structure: Interstate 43,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 28,600 (year 2019),  Truck Traffic: 15%,  Features Intersected: IH 43-STH 32,  Facility Carried by Structure: LRD SANDY BEACH RD
Minimum Vertical Clearance: 5.06m (16.60ft),  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: 40.7m (133.5ft)

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Structure Number: B450054,  Location: 6.0M N JCT STH 32 TO S (Lat: 43.484936,  Lng: -87.830994),  Route carried "under" structure: Interstate 43,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 28,600 (year 2019),  Truck Traffic: 15%,  Features Intersected: IH 43-STH 32,  Facility Carried by Structure: LRD CEDAR BEACH RD
Minimum Vertical Clearance: 4.96m (16.27ft),  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: 39.6m (129.9ft)

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Structure Number: B450055,  Location: 7.0M N JCT STH 84 TO W (Lat: 43.499436,  Lng: -87.831092),  Route carried "under" structure: Interstate 43,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 24,800 (year 2019),  Truck Traffic: 15%,  Features Intersected: IH 43-STH 32,  Facility Carried by Structure: CTH D
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: B450056,  Location: 1.3M N JCT CTH D TO E (Lat: 43.514028,  Lng: -87.824914),  Route carried "under" structure: Interstate 43,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 24,800 (year 2019),  Truck Traffic: 15%,  Features Intersected: IH 43-STH 32,  Facility Carried by Structure: LRD SILVER BEACH R
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: B450057,  Location: 0.1M E JCT CTH LL (Lat: 43.528808,  Lng: -87.821722),  Route carried "under" structure: City street ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 90 (year 2019),  Features Intersected: LRD JAY RD,  Facility Carried by Structure: IH 43 SB-STH 32 SB
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.6m (54.5ft)

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Structure Number: B450058,  Location: 0.1M E JCT CTH LL (Lat: 43.528436,  Lng: -87.821219),  Route carried "under" structure: City street ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 90 (year 2019),  Features Intersected: LRD JAY RD,  Facility Carried by Structure: IH 43 NB-STH 32 NB
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.6m (54.5ft)