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

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Structure Number: B050406,  Location: 0.8 MI S JCT STH 172 (Lat: 44.445611,  Lng: -88.000944),  Route carried "on" structure: County highway ,  Year Built: 2012,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 14,150 (year 2019),  Average Future Daily Traffic: 21,050 (year 2035),  Design Load: HL 93,  Features Intersected: BOWER CREEK TRIBUTARY,  Facility Carried by Structure: CTH GV/MONROE RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.0m,  Curb-To-Curb Width: 25.9m (85.0ft),  Out-to-Out Width: 35.4m (116.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 43.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 34.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than 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 48 months,  Inspection Date: November 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: B05041,  Location: .8 M N JCT CTH EE (Lat: 44.456597,  Lng: -88.150042),  Route carried "on" structure: County highway ,  Year Built: 2016,  Status: Open,  Structure Length: 1.11m (3.64ft),  Average Daily Traffic: 2,160 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,350 (year 2036),  Design Load: HL 93,  Features Intersected: DUTCHMANS CREEK,  Facility Carried by Structure: CTH GE NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal 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: 10.4m (34.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: 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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: B050418,  Location: 0.3M S JCT CTH V (Lat: 44.450031,  Lng: -87.983578),  Route carried "on" structure: City street ,  Year Built: 2016,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 1,200 (year 2019),  Average Future Daily Traffic: 1,900 (year 2039),  Design Load: HL 93,  Features Intersected: BOWER CREEK,  Facility Carried by Structure: LRD BOWER CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.5m (47.6ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.6 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: 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: B050431,  Location: 100' N OF PINE GROVE ROAD (Lat: 44.415528,  Lng: -87.954333),  Route carried "on" structure: County highway G,  Year Built: 2012,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 2,200 (year 2019),  Average Future Daily Traffic: 2,300 (year 2038),  Design Load: HS 20,  Features Intersected: BOWER CREEK TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.2m (20.3ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Channel: Very good,  Culverts: Very 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: 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: November 2019,  Deck Structure Type: Aluminum,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: B050436,  Location: 1.1M E JCT CTH G (Lat: 44.422503,  Lng: -87.939881),  Route carried "on" structure: County highway ,  Year Built: 2018,  Status: Open,  Structure Length: 2.15m (7.05ft),  Average Daily Traffic: 1,500 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,100 (year 2038),  Design Load: HL 93,  Features Intersected: BOWER CREEK,  Facility Carried by Structure: CTH MM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 52.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 40.8 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: B050441,  Location: 1.2M S JCT CTH GV (Lat: 44.448000,  Lng: -87.975700),  Route carried "on" structure: County highway ,  Year Built: 2020,  Status: Open,  Structure Length: 2.64m (8.66ft),  Average Daily Traffic: 1,900 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,200 (year 2039),  Design Load: HL 93,  Features Intersected: BOWER CREEK,  Facility Carried by Structure: CTH V
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: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 44.7 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: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: B05047,  Location: 0.2M SOUTH OF JCT CTH JJ (Lat: 44.467778,  Lng: -87.975500),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 1,500 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,000 (year 2040),  Design Load: HS 20,  Features Intersected: WILLOW CREEK,  Facility Carried by Structure: LRD GUNS STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Superstructure: Satisfactory,  Substructure: Good,  Channel: 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,  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: January 2021

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Structure Number: B050471,  Location: 0.5M SOUTH OF JCT CTH JJ (Lat: 44.460500,  Lng: -87.942889),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 9,100 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 12,000 (year 2039),  Design Load: HS 20,  Features Intersected: SPRING CREEK,  Facility Carried by Structure: LRD MANITOWOC ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 38.3m (125.7ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: B050472,  Location: 0.1M SOUTH OF JCT USH 141 (Lat: 44.449194,  Lng: -87.937111),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,000 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,300 (year 2039),  Design Load: HS 20,  Features Intersected: SORENSON CREEK,  Facility Carried by Structure: LRD SANTA MONICA D
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 1 degrees,  Material/Design: Aluminum, Iron,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 32.6m (107.0ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than 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: November 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: B050475,  Location: 0.6 MI W OF IH 43 (Lat: 44.415028,  Lng: -87.914611),  Route carried "on" structure: City street ,  Year Built: 2021,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 99 (year 2019),  Design Load: HS 20,  Features Intersected: UNNAMED CREEK,  Facility Carried by Structure: LRD PINE GROVE ROA
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: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.2m (20.3ft)

Condition: Channel: Very good,  Culverts: Very 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: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: B050476,  Location: 0.11 MI E OF CTH GV3 (Lat: 44.438889,  Lng: -88.005278),  Route carried "on" structure: City street ,  Year Built: 2020,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 99 (year 2019),  Design Load: HS 20,  Features Intersected: UNNAMED CREEK,  Facility Carried by Structure: LRD BRAYDEN LANE
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),  Skew: 1 degrees,  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.9m (22.6ft)

Condition: Channel: Excellent,  Culverts: Very 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: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: B050477,  Location: 0.3 MI W OF BOWER CREEK R (Lat: 44.434972,  Lng: -88.000083),  Route carried "on" structure: City street ,  Year Built: 2021,  Status: Open,  Structure Length: 1.38m (4.53ft),  Average Daily Traffic: 99 (year 2019),  Design Load: HS 20,  Features Intersected: UNNAMED CREEK,  Facility Carried by Structure: LRD BRAYDEN LANE
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: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft)

Condition: Channel: Excellent,  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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: B050478,  Location: 0.1 MI N OF DOLLAR ROAD (Lat: 44.432417,  Lng: -87.975222),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 99 (year 2019),  Design Load: HS 20,  Features Intersected: UNNAMED CREEK,  Facility Carried by Structure: LRD HALF CROWN RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Very 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: B050717,  Location: 1.9M N JCT STH 29 (S) (Lat: 44.459722,  Lng: -87.951836),  Route carried "on" structure: US 141,  Year Built: 1948,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 7,800 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,500 (year 2039),  Design Load: H 20,  Features Intersected: BR SORENSONS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 50.3m (165.0ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: P050105,  Location: 1.1M S JCT CTH V (Lat: 44.451958,  Lng: -87.995856),  Route carried "on" structure: County highway ,  Year Built: 1970,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 11,368 (year 2019),  Average Future Daily Traffic: 12,504 (year 2040),  Design Load: HS 20,  Features Intersected: BR EAST RIVER,  Facility Carried by Structure: CTH GV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.0m,  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Deck: Good,  Superstructure: Good,  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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: P05094,  Location: 0.4M E JCT STH 32 (Lat: 44.621783,  Lng: -88.212911),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 58 (year 2019),  Average Future Daily Traffic: 63 (year 2039),  Design Load: H 15,  Features Intersected: BR SUMACIO RIVER,  Facility Carried by Structure: LRD TOWN HALL 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: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Very 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: P050941,  Location: 0.8M S JCT CTH V (Lat: 44.441878,  Lng: -87.989308),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 1,000 (year 2020),  Average Future Daily Traffic: 225 (year 2039),  Design Load: H 15,  Features Intersected: BR BOWER CREEK,  Facility Carried by Structure: LRD BOWER CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Poor,  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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: B050177,  Location: 2.0M N JCT CTH X (Lat: 44.460722,  Lng: -88.005597),  Route carried "under" structure: County highway ,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 4,200 (year 2020),  Features Intersected: CTH XX BELLVUE RD,  Facility Carried by Structure: STH 172 WB
Minimum Vertical Clearance: 4.83m (15.85ft),  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: 20.1m (65.9ft)

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Structure Number: B050178,  Location: 2.0M N JCT CTH X (Lat: 44.460569,  Lng: -88.006239),  Route carried "under" structure: County highway ,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 4,200 (year 2020),  Features Intersected: CTH XX BELLVUE RD,  Facility Carried by Structure: STH 172 EB
Minimum Vertical Clearance: 4.77m (15.65ft),  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: 20.1m (65.9ft)

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Structure Number: B050179,  Location: 0.6M S JCT CTH V (Lat: 44.455681,  Lng: -87.992239),  Route carried "under" structure: County highway ,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 20,800 (year 2020),  Features Intersected: CTH GV MONROE RD,  Facility Carried by Structure: STH 172 WB
Minimum Vertical Clearance: 5.12m (16.80ft),  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: 25.6m (84.0ft)

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Structure Number: B05018,  Location: 0.6M S JCT CTH V (Lat: 44.455589,  Lng: -87.993072),  Route carried "under" structure: County highway ,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 20,800 (year 2020),  Features Intersected: CTH GV MONROE RD,  Facility Carried by Structure: STH 172 EB
Minimum Vertical Clearance: 5.12m (16.80ft),  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: 25.6m (84.0ft)

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Structure Number: B050181,  Location: 0.5M S JCT CTH GV (Lat: 44.453389,  Lng: -87.980669),  Route carried "under" structure: County highway ,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 1,700 (year 2020),  Features Intersected: CTH V,  Facility Carried by Structure: STH 172 WB
Minimum Vertical Clearance: 4.66m (15.29ft),  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: 20.4m (66.9ft)

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Structure Number: B050182,  Location: 0.5M S JCT CTH GV (Lat: 44.453000,  Lng: -87.981119),  Route carried "under" structure: County highway ,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 1,700 (year 2020),  Features Intersected: CTH V,  Facility Carried by Structure: STH 172 EB
Minimum Vertical Clearance: 4.70m (15.42ft),  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: 20.4m (66.9ft)

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Structure Number: B050185,  Location: AT STH 172 (Lat: 44.453181,  Lng: -87.967117),  Route carried "under" structure: Ramp Interstate 43,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 19,900 (year 2020),  Truck Traffic: 1%,  Features Intersected: IH RAMP STH 172 EB-IH 43
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 55.2m (181.1ft)

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Structure Number: B050186,  Location: 1.0M E JCT CTH V (Lat: 44.450581,  Lng: -87.957714),  Route carried "under" structure: City street ,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 300 (year 2020),  Features Intersected: LRD KLONDIKE RD,  Facility Carried by Structure: IH 43
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Length of Maximum Span: 11.9m (39.0ft)

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Structure Number: B050187,  Location: 1.2M E JCT CTH MM (Lat: 44.438231,  Lng: -87.927453),  Route carried "under" structure: City street ,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 800 (year 2022),  Features Intersected: LRD GLENMORE RD,  Facility Carried by Structure: IH 43 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: 18.3m (60.0ft)

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Structure Number: B050188,  Location: 1.2M E JCT CTH MM (Lat: 44.437911,  Lng: -87.927908),  Route carried "under" structure: City street ,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 800 (year 2022),  Features Intersected: LRD GLENMORE RD,  Facility Carried by Structure: IH 43 SB
Minimum Vertical Clearance: 4.71m (15.45ft),  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: 18.3m (60.0ft)

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Structure Number: B050189,  Location: 7.3M N JCT STH 96 (S) (Lat: 44.434136,  Lng: -87.917436),  Route carried "under" structure: Interstate 43,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 26,300 (year 2022),  Truck Traffic: 15%,  Features Intersected: IH 43,  Facility Carried by Structure: USH 141
Minimum Vertical Clearance: 4.99m (16.37ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.5m (136.2ft)

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Structure Number: B05019,  Location: 2.8M N JCT USH 141 TO N (Lat: 44.452822,  Lng: -87.960550),  Route carried "under" structure: Interstate 43,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 29,500 (year 2020),  Truck Traffic: 1%,  Features Intersected: IH 43,  Facility Carried by Structure: STH 172 WB
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.4m (168.6ft)

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Structure Number: B050193,  Location: 3.1M N JCT USH 141 TO N (Lat: 44.455731,  Lng: -87.963200),  Route carried "under" structure: Interstate 43,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 29,500 (year 2020),  Truck Traffic: 1%,  Features Intersected: IH 43,  Facility Carried by Structure: IH RAMP STH 172 EB
Minimum Vertical Clearance: 4.99m (16.37ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 55.5m (182.1ft)

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Structure Number: B050194,  Location: 3.3M N JCT USH 141 TO N (Lat: 44.460214,  Lng: -87.962064),  Route carried "under" structure: Interstate 43,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 38,800 (year 2020),  Truck Traffic: 1%,  Features Intersected: IH 43,  Facility Carried by Structure: LRD ALLOUEZ AVE
Minimum Vertical Clearance: 5.68m (18.64ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: B050196,  Location: 3.6M N JCT USH 141 TO N (Lat: 44.464472,  Lng: -87.956583),  Route carried "under" structure: Interstate 43,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 29,900 (year 2020),  Truck Traffic: 1%,  Features Intersected: IH 43,  Facility Carried by Structure: USH 141-STH 29
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: 38.6m (126.6ft)

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Structure Number: B050197,  Location: 3.6M N JCT USH 141 TO N (Lat: 44.464781,  Lng: -87.956161),  Route carried "under" structure: Interstate 43,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 45,500 (year 2020),  Truck Traffic: 1%,  Features Intersected: IH 43,  Facility Carried by Structure: CNW RR
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 0.000,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: B050198,  Location: 4.0M N JCT USH 141 TO N (Lat: 44.467847,  Lng: -87.952572),  Route carried "under" structure: Interstate 43,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 38,800 (year 2022),  Truck Traffic: 1%,  Features Intersected: IH 43,  Facility Carried by Structure: CTH JJ
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.9m (157.2ft)

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Structure Number: B050199,  Location: 0.1M E JCT STH 29 (Lat: 44.470333,  Lng: -87.962017),  Route carried "under" structure: County highway ,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 1,300 (year 2019),  Features Intersected: CTH JJ,  Facility Carried by Structure: CNW RR
Minimum Vertical Clearance: 5.07m (16.63ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: B050201,  Location: 4.5M N JCT USH 141 TO N (Lat: 44.473294,  Lng: -87.946117),  Route carried "under" structure: Interstate 43,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 36,700 (year 2022),  Truck Traffic: 1%,  Features Intersected: IH 43,  Facility Carried by Structure: LRD GREENBRIER RD
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.1m (141.4ft)

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Structure Number: B050245,  Location: 0.4M W JCT CTH NN (Lat: 44.415039,  Lng: -87.896128),  Route carried "under" structure: City street ,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 200 (year 2022),  Features Intersected: LRD PINE GROVE RD,  Facility Carried by Structure: IH 43 SB
Minimum Vertical Clearance: 4.42m (14.50ft),  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: 19.8m (65.0ft)

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Structure Number: B050246,  Location: 0.4M W JCT CTH NN (Lat: 44.414697,  Lng: -87.895308),  Route carried "under" structure: City street ,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 200 (year 2022),  Features Intersected: LRD PINE GROVE RD,  Facility Carried by Structure: IH 43 NB
Minimum Vertical Clearance: 4.79m (15.72ft),  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: 19.8m (65.0ft)

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Structure Number: B050247,  Location: 0.5M E JCT CTH MM (Lat: 44.429681,  Lng: -87.907342),  Route carried "under" structure: City street ,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 150 (year 2022),  Features Intersected: LRD SHADOW LANE,  Facility Carried by Structure: IH 43 SB
Minimum Vertical Clearance: 4.44m (14.57ft),  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: 20.4m (66.9ft)

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Structure Number: B050248,  Location: 0.5M E JCT CTH MM (Lat: 44.429328,  Lng: -87.906311),  Route carried "under" structure: City street ,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 150 (year 2022),  Features Intersected: LRD SHADOW LANE,  Facility Carried by Structure: IH 43 NB
Minimum Vertical Clearance: 5.82m (19.09ft),  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: 20.1m (65.9ft)