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

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Structure Number: B360026,  Location: 4.5M N JCT CTH S (Lat: 44.073486,  Lng: -87.733100),  Route carried "on" structure: US 151,  Year Built: 1977,  Status: Open,  Structure Length: 1.39m (4.56ft),  Average Daily Traffic: 7,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,030 (year 2039),  Design Load: HS 20,  Features Intersected: SILVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  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: Somewhat better than minimum adequacy,  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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: B36006,  Location: 10.1M N JCT CTH XX (Lat: 44.062258,  Lng: -87.705389),  Route carried "on" structure: Interstate 43,  Year Built: 1978,  Status: Open,  Structure Length: 1.12m (3.67ft),  Average Daily Traffic: 19,700 (year 2021),  Truck Traffic: 16%,  Average Future Daily Traffic: 34,340 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SILVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft)

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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: B360062,  Location: 0.4M W JCT CTH CL (Lat: 44.066472,  Lng: -87.707128),  Route carried "on" structure: County highway ,  Year Built: 1979,  Status: Open,  Structure Length: 7.93m (26.02ft),  Average Daily Traffic: 1,000 (year 2021),  Average Future Daily Traffic: 1,140 (year 2040),  Design Load: HS 20,  Features Intersected: IH 43,  Facility Carried by Structure: CTH CL VIEBAHN S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Steel 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: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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: 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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: B360063,  Location: 0.2M N JCT STH 42 TO S (Lat: 44.073136,  Lng: -87.712967),  Route carried "on" structure: US 151,  Year Built: 1979,  Status: Open,  Structure Length: 9.16m (30.05ft),  Average Daily Traffic: 12,600 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,803 (year 2039),  Design Load: HS 20,  Features Intersected: IH 43
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.0m (147.6ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 82.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.6 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: Somewhat better than minimum adequacy,  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: Low Slump Concrete

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Structure Number: B360065,  Location: 1.6M S JCT STH 42 TO N (Lat: 44.084583,  Lng: -87.723625),  Route carried "on" structure: Interstate 43,  Year Built: 1979,  Status: Open,  Structure Length: 4.70m (15.42ft),  Average Daily Traffic: 9,650 (year 2021),  Truck Traffic: 22%,  Average Future Daily Traffic: 11,001 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CTH CS W CUSTER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.1m (79.1ft),  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: 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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Other

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Structure Number: B360066,  Location: 1.0M N JCT USH 151 (Lat: 44.084242,  Lng: -87.722581),  Route carried "on" structure: Interstate 43,  Year Built: 1979,  Status: Open,  Structure Length: 4.70m (15.42ft),  Average Daily Traffic: 9,850 (year 2021),  Truck Traffic: 22%,  Average Future Daily Traffic: 11,229 (year 2040),  Design Load: HS 20,  Features Intersected: CTH CS W CUSTER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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: Better than 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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Other

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Structure Number: B360067,  Location: 1.5M S JCT STH 42 TO N (Lat: 44.086092,  Lng: -87.725075),  Route carried "on" structure: Interstate 43,  Year Built: 1979,  Status: Open,  Structure Length: 4.74m (15.55ft),  Average Daily Traffic: 9,850 (year 2021),  Truck Traffic: 22%,  Average Future Daily Traffic: 11,229 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WISCONSIN CENTRAL RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  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: Better than present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Other

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Structure Number: B360068,  Location: 1.2M N JCT USH 151 (Lat: 44.085789,  Lng: -87.724044),  Route carried "on" structure: Interstate 43,  Year Built: 1979,  Status: Open,  Structure Length: 4.74m (15.55ft),  Average Daily Traffic: 9,850 (year 2021),  Truck Traffic: 22%,  Average Future Daily Traffic: 11,800 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WISCONSIN CENTRAL RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

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

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Structure Number: B360069,  Location: 3.8M E JCT CTH JJ (Lat: 44.093333,  Lng: -87.731667),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 7.60m (24.93ft),  Average Daily Traffic: 100 (year 2021),  Average Future Daily Traffic: 110 (year 2040),  Design Load: H 20,  Features Intersected: IH 43-STH 42,  Facility Carried by Structure: LRD MIDDLE 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: 7.9m (25.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.2m (122.0ft),  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: 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: Better than 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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: B360071,  Location: 2.8M N JCT USH 151 (Lat: 44.109281,  Lng: -87.730583),  Route carried "on" structure: Interstate 43,  Year Built: 1979,  Status: Open,  Structure Length: 4.81m (15.78ft),  Average Daily Traffic: 11,250 (year 2021),  Truck Traffic: 22%,  Average Future Daily Traffic: 21,650 (year 2040),  Design Load: HS 20,  Features Intersected: USH 10 EB-STH 42 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.0 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: Better than present minimum criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.24m (17.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $653,000,  Roadway Improvement Cost: $65,000,  Total Project Cost: $979,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Other

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Structure Number: B360072,  Location: 2.0M S JCT STH 310 (Lat: 44.129394,  Lng: -87.732972),  Route carried "on" structure: Interstate 43,  Year Built: 1979,  Status: Open,  Structure Length: 15.35m (50.36ft),  Average Daily Traffic: 94,000 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 21,440 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MANITOWOC 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: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 57.0 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Membrane: Other

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Structure Number: B360073,  Location: 4.1M N JCT USH 151 (Lat: 44.127892,  Lng: -87.732242),  Route carried "on" structure: Interstate 43,  Year Built: 1979,  Status: Open,  Structure Length: 15.35m (50.36ft),  Average Daily Traffic: 9,400 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 34,540 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MANITOWOC 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: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 57.0 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Membrane: Other

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Structure Number: B360077,  Location: AT JCT IH 43-USH 10 (Lat: 44.153811,  Lng: -87.731808),  Route carried "on" structure: Interstate 43,  Year Built: 1978,  Status: Open,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 11,150 (year 2021),  Truck Traffic: 22%,  Average Future Daily Traffic: 17,750 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: USH 10 WB-STH 310
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.5m (123.0ft),  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: 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: Better than 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 48 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: B360078,  Location: AT JCT IH 43-USH 10 (Lat: 44.153114,  Lng: -87.731258),  Route carried "on" structure: Interstate 43,  Year Built: 1978,  Status: Open,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 11,150 (year 2021),  Truck Traffic: 22%,  Average Future Daily Traffic: 17,750 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: USH 10 WB-STH 310
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.5m (123.0ft),  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: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: B360085,  Location: 1.1M W JCT USH 10 (Lat: 44.133219,  Lng: -87.733344),  Route carried "on" structure: County highway ,  Year Built: 1978,  Status: Open,  Structure Length: 7.52m (24.67ft),  Average Daily Traffic: 2,300 (year 2021),  Average Future Daily Traffic: 2,442 (year 2040),  Design Load: HS 20,  Features Intersected: IH 43-USH 10,  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: 10.4m (34.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: B360105,  Location: 2.6M N JCT CTH S (Lat: 44.073739,  Lng: -87.768897),  Route carried "on" structure: US 151,  Year Built: 1977,  Status: Open,  Structure Length: 1.21m (3.97ft),  Average Daily Traffic: 4,900 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,030 (year 2039),  Design Load: HS 20,  Features Intersected: SILVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

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,  Waterway Adequacy: Equal to present desirable 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

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Structure Number: B360112,  Location: 2.7M W JCT STH 42 TO N (Lat: 44.109050,  Lng: -87.712603),  Route carried "on" structure: US 10,  Year Built: 1980,  Status: Open,  Structure Length: 8.17m (26.80ft),  Average Daily Traffic: 2,650 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,600 (year 2039),  Design Load: HS 20,  Features Intersected: MANITOWOC 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: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.9m (88.3ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very 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: 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: 8.63m (28.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,375,000,  Roadway Improvement Cost: $137,000,  Total Project Cost: $2,063,000 ( 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: B360113,  Location: 0.8M E JCT IH 43 TO N (Lat: 44.109000,  Lng: -87.713828),  Route carried "on" structure: US 10,  Year Built: 1980,  Status: Open,  Structure Length: 8.17m (26.80ft),  Average Daily Traffic: 2,650 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,850 (year 2039),  Design Load: HS 20,  Features Intersected: MANITOWOC 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: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.9m (88.3ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.63m (28.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,375,000,  Roadway Improvement Cost: $137,000,  Total Project Cost: $2,063,000 ( 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: B360114,  Location: 3.0M W JCT STH 42 TO N (Lat: 44.109600,  Lng: -87.718631),  Route carried "on" structure: US 10,  Year Built: 1979,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 2,650 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,600 (year 2039),  Design Load: HS 20,  Features Intersected: LRD WHITEWATER DR
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: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 90.0 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: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.36m (14.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $540,000,  Roadway Improvement Cost: $54,000,  Total Project Cost: $810,000 ( 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: B360115,  Location: 0.5M E JCT IH 43 TO N (Lat: 44.109367,  Lng: -87.718806),  Route carried "on" structure: US 10,  Year Built: 1979,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 2,650 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,850 (year 2039),  Design Load: HS 20,  Features Intersected: LRD WHITEWATER DR
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: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 90.0 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: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.36m (14.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $540,000,  Roadway Improvement Cost: $54,000,  Total Project Cost: $810,000 ( 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: B36016,  Location: 1.2M N JCT CTH C (Lat: 44.033053,  Lng: -87.922339),  Route carried "on" structure: County highway ,  Year Built: 2001,  Status: Open,  Structure Length: 1.05m (3.44ft),  Average Daily Traffic: 1,384 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,522 (year 2040),  Design Load: HS 20,  Features Intersected: BR MANITOWOC RIVER,  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),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  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: 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: November 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: B360164,  Location: 0.2M W JCT USH 10 (Lat: 44.145467,  Lng: -87.764261),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 4.47m (14.67ft),  Average Daily Traffic: 105 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 115 (year 2039),  Design Load: HS 20,  Features Intersected: BRANCH RIVER,  Facility Carried by Structure: LRD VILLAGE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.0m (72.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  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: 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: 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: B360169,  Location: 0.8M W JCT STH 42 (Lat: 44.105975,  Lng: -87.715844),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 3.67m (12.04ft),  Average Daily Traffic: 1,797 (year 2019),  Average Future Daily Traffic: 1,976 (year 2039),  Design Load: HS 20,  Features Intersected: MANITOWOC RIVER,  Facility Carried by Structure: LRD MICHIGAN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 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: B360182,  Location: 0.5M N JCT STH 42 (Lat: 44.071031,  Lng: -87.728892),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 1.05m (3.44ft),  Average Daily Traffic: 157 (year 2019),  Average Future Daily Traffic: 172 (year 2039),  Design Load: HL 93,  Features Intersected: SILVER CREEK,  Facility Carried by Structure: LRD VALLEY DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 46.3 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 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: B36019,  Location: 0.6M E JCT STH 42 (Lat: 43.891725,  Lng: -87.820644),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 220 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 242 (year 2039),  Design Load: HL 93,  Features Intersected: PIGEON RIVER,  Facility Carried by Structure: LRD COUNTY LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 57.3 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: 41.1 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: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: B360193,  Location: 1.9 MI E OF CTH T (Lat: 44.144631,  Lng: -87.764200),  Route carried "on" structure: US 10,  Year Built: 2013,  Status: Open,  Structure Length: 5.66m (18.57ft),  Average Daily Traffic: 5,300 (year 2020),  Average Future Daily Traffic: 8,800 (year 2039),  Design Load: HL 93,  Features Intersected: BRANCH R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 55.7 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: 43.1 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 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: B360461,  Location: 5.2M N JCT CTH C (Lat: 44.066578,  Lng: -87.727781),  Route carried "on" structure: State highway 42,  Year Built: 1938,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 4,500 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,620 (year 2039),  Design Load: HS 20,  Features Intersected: SILVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 33.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: P360144,  Location: 1.4M W JCT CTH P (Lat: 44.134706,  Lng: -87.765411),  Route carried "on" structure: City street ,  Year Built: 1957,  Status: Posted for load,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 835 (year 2019),  Average Future Daily Traffic: 103 (year 2040),  Design Load: H 15,  Features Intersected: BRANCH RIVER,  Facility Carried by Structure: LRD N UNION RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.7m (51.5ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 19.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 11.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 2.07m (6.79ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $221,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $331,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: P360145,  Location: 1.2M N JCT USH 151 (Lat: 44.082278,  Lng: -87.746569),  Route carried "on" structure: County highway ,  Year Built: 1969,  Status: Open,  Structure Length: 1.05m (3.44ft),  Average Daily Traffic: 681 (year 2019),  Average Future Daily Traffic: 749 (year 2040),  Design Load: H 20,  Features Intersected: SILVER CREEK,  Facility Carried by Structure: CTH CS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 42.5 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: Somewhat better than minimum adequacy,  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 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: P360146,  Location: 0.2M N JCT CTH JJ (Lat: 44.111833,  Lng: -87.781169),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 2.97m (9.74ft),  Average Daily Traffic: 94 (year 2019),  Average Future Daily Traffic: 103 (year 2039),  Design Load: H 20,  Features Intersected: MANITOWOC RIVER,  Facility Carried by Structure: LRD N UNION RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.8m (94.5ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: P360147,  Location: 0.3M S JCT USH 10 (Lat: 44.140539,  Lng: -87.765014),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 2.55m (8.37ft),  Average Daily Traffic: 47 (year 2019),  Average Future Daily Traffic: 51 (year 2039),  Design Load: H 20,  Features Intersected: BRANCH RIVER,  Facility Carried by Structure: LRD BRANCH RIVER R
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),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 41.0 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,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: P360148,  Location: 0.1M S JCT CTH CS (Lat: 44.083411,  Lng: -87.740881),  Route carried "on" structure: City street ,  Year Built: 1956,  Status: Open,  Structure Length: 0.86m (2.82ft),  Average Daily Traffic: 205 (year 2019),  Average Future Daily Traffic: 225 (year 2039),  Design Load: H 15,  Features Intersected: SILVER CREEK,  Facility Carried by Structure: LRD ALVERNO RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.0m (26.2ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Inventory Rating: 68.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: B360062,  Location: 10.5M N JCT CTH XX (Lat: 44.066472,  Lng: -87.707128),  Route carried "under" structure: Interstate 43,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 19,700 (year 2021),  Truck Traffic: 16%,  Features Intersected: IH 43,  Facility Carried by Structure: CTH CL VIEBAHN S
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.7m (133.5ft)

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Structure Number: B360063,  Location: AT JCT USH 151 (Lat: 44.073136,  Lng: -87.712967),  Route carried "under" structure: Interstate 43,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 23,500 (year 2020),  Truck Traffic: 16%,  Features Intersected: IH 43,  Facility Carried by Structure: USH 151-STH 42 NB
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.0m (147.6ft)

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Structure Number: B360065,  Location: 2.0M E JCT USH 151 (Lat: 44.084583,  Lng: -87.723625),  Route carried "under" structure: County highway ,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 1,800 (year 2021),  Features Intersected: CTH CS W CUSTER ST,  Facility Carried by Structure: IH 43 SB-STH 42 SB
Minimum Vertical Clearance: 4.65m (15.26ft),  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: 24.1m (79.1ft)

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Structure Number: B360066,  Location: 2.1M E JCT USH 151 (Lat: 44.084242,  Lng: -87.722581),  Route carried "under" structure: County highway ,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 1,800 (year 2021),  Features Intersected: CTH CS W CUSTER ST,  Facility Carried by Structure: IH 43 NB-STH 42 NB
Minimum Vertical Clearance: 4.97m (16.31ft),  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: 24.1m (79.1ft)

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Structure Number: B360069,  Location: 1.8M N JCT USH 151 (Lat: 44.093333,  Lng: -87.731667),  Route carried "under" structure: Interstate 43,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 22,500 (year 2021),  Truck Traffic: 16%,  Features Intersected: IH 43-STH 42,  Facility Carried by Structure: LRD MIDDLE 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: 37.2m (122.0ft)

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Structure Number: B36007,  Location: 0.1M E JCT STH 42 TO S (Lat: 44.109708,  Lng: -87.731222),  Route carried "under" structure: US 10,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 6,600 (year 2021),  Truck Traffic: 4%,  Features Intersected: USH 10 EB-STH 42SB,  Facility Carried by Structure: IH 43 SB
Minimum Vertical Clearance: 4.99m (16.37ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: B360071,  Location: 0.2M E JCT STH 42 TO S (Lat: 44.109281,  Lng: -87.730583),  Route carried "under" structure: US 10,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 6,600 (year 2021),  Truck Traffic: 4%,  Features Intersected: USH 10 EB-STH 42 SB,  Facility Carried by Structure: IH 43 NB
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: B360077,  Location: 1.1M W JCT STH 310 TO E (Lat: 44.153811,  Lng: -87.731808),  Route carried "under" structure: US 10,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 6,700 (year 2021),  Truck Traffic: 10%,  Features Intersected: USH 10 WB-STH 310,  Facility Carried by Structure: IH 43 SB
Minimum Vertical Clearance: 4.96m (16.27ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: B360078,  Location: 1.0M W JCT STH 310 TO E (Lat: 44.153114,  Lng: -87.731258),  Route carried "under" structure: US 10,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 6,700 (year 2021),  Truck Traffic: 10%,  Features Intersected: USH 10 WB-STH 310,  Facility Carried by Structure: IH 43 NB
Minimum Vertical Clearance: 5.04m (16.54ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: B360085,  Location: 4.5M N JCT USH 151 (Lat: 44.133219,  Lng: -87.733344),  Route carried "under" structure: Interstate 43,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 22,300 (year 2021),  Truck Traffic: 16%,  Features Intersected: IH 43-USH 10,  Facility Carried by Structure: CTH P
Minimum Vertical Clearance: 4.92m (16.14ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: B360114,  Location: 1.3M W JCT CTH CR (Lat: 44.109600,  Lng: -87.718631),  Route carried "under" structure: City street ,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2020),  Features Intersected: LRD WHITEWATER DR,  Facility Carried by Structure: USH 10W-STH 42S-WA
Minimum Vertical Clearance: 6.44m (21.13ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: B360115,  Location: 1.3M W JCT CTH CR (Lat: 44.109367,  Lng: -87.718806),  Route carried "under" structure: City street ,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2020),  Features Intersected: LRD WHITEWATER DR,  Facility Carried by Structure: USH 10E-STH 42N-WA
Minimum Vertical Clearance: 6.61m (21.69ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)