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


  • National Bridge Inventory (NBI) Statistics
  • 17Number of bridges
  • 92m302ftTotal length
  • $8,659,000Total costs
  • 166,015Total average daily traffic
  • 12,559Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Kaukauna
  • No street view available for this location

New bridges - Historical Statistics

  • 11930-1939
  • 11950-1959
  • 101960-1969
  • 21970-1979
  • 11980-1989
  • 21990-1999

Reconstructed bridges - Historical Statistics

  • 11970-1979
  • 11980-1989
  • 01990-1999
  • 02000-2009
  • 12010-2015

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

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Structure Number: B44004,  Location: 2.6M S JCT CTH JJ (Lat: 44.299606,  Lng: -88.272206),  Route carried "on" structure: US 41,  Year Built: 1961,  Status: Open,  Structure Length: 3.64m (11.94ft),  Average Daily Traffic: 19,310 (year 2012),  Truck Traffic: 10%,  Average Future Daily Traffic: 29,025 (year 2032),  Design Load: HS 20,  Features Intersected: STH 55
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: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.1m (49.5ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B440041,  Location: 7.3M N JCT STH 47 TO N (Lat: 44.299206,  Lng: -88.272297),  Route carried "on" structure: US 41,  Year Built: 1961,  Status: Open,  Structure Length: 3.64m (11.94ft),  Average Daily Traffic: 19,475 (year 2012),  Truck Traffic: 9%,  Average Future Daily Traffic: 30,500 (year 2032),  Design Load: HS 20,  Features Intersected: STH 55
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: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.1m (49.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B440042,  Location: 2.4M S JCT CTH JJ (Lat: 44.301667,  Lng: -88.268333),  Route carried "on" structure: US 41,  Year Built: 1961,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 23,525 (year 2012),  Truck Traffic: 16%,  Average Future Daily Traffic: 34,400 (year 2032),  Design Load: HS 20,  Features Intersected: LRD MALONEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 37.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B440043,  Location: 0.2M N JCT STH 55 TO N (Lat: 44.300000,  Lng: -88.268333),  Route carried "on" structure: US 41,  Year Built: 1961,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 19,475 (year 2012),  Truck Traffic: 9%,  Average Future Daily Traffic: 30,500 (year 2032),  Design Load: HS 20,  Features Intersected: LRD MALONEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 16.4m (53.8ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 37.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: October 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B440044,  Location: 0.7M S JCT CTH JJ (Lat: 44.305258,  Lng: -88.249347),  Route carried "on" structure: County highway ,  Year Built: 1961,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 6.59m (21.62ft),  Average Daily Traffic: 930 (year 2012),  Average Future Daily Traffic: 1,023 (year 2030),  Design Load: H 20,  Features Intersected: USH 41,  Facility Carried by Structure: CTH J
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: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.5m (70.5ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 13,  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: B440079,  Location: 0.2M E JCT STH 55 (Lat: 44.275511,  Lng: -88.267108),  Route carried "on" structure: County highway ,  Year Built: 1978,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 5,700 (year 2012),  Average Future Daily Traffic: 6,100 (year 2033),  Design Load: HS 20,  Features Intersected: KANKAPOT CREEK,  Facility Carried by Structure: CTH Z DODGE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.7m (71.2ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B440081,  Location: 0.1M E JCT STH 55 (Lat: 44.280867,  Lng: -88.266217),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 6,000 (year 2013),  Average Future Daily Traffic: 4,700 (year 2033),  Design Load: HS 20,  Features Intersected: US GOVT CANAL FOX RIVER,  Facility Carried by Structure: LRD WISCONSIN AVE
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),  Navigation Control: Yes ( Vertical Clearance: 18.3m (60.0ft), Horizontal Clearance: 27.4m (89.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Lift,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 14,  Critical Feature Inspection Date: August 14,  Deck Structure Type: Open Grating
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Structure Number: B440184,  Location: CITY OF KAUKAUNA (Lat: 44.280133,  Lng: -88.269267),  Route carried "on" structure: State highway 55,  Year Built: 1999,  Status: Open,  Structure Length: 17.30m (56.76ft),  Average Daily Traffic: 14,100 (year 2013),  Average Future Daily Traffic: 25,100 (year 2033),  Design Load: HS 20,  Features Intersected: FOX RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 1,  Length of Maximum Span: 39.2m (128.6ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.74m (58.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 14,  Bridge Improvement Cost: $2,830,000,  Roadway Improvement Cost: $283,000,  Total Project Cost: $4,246,000 ( Estimate for 2014),  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: B440185,  Location: CITY OF KAUKAUNA (Lat: 44.277783,  Lng: -88.270083),  Route carried "on" structure: State highway 55,  Year Built: 1999,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 11,300 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,660 (year 2033),  Design Load: HS 20,  Features Intersected: POWER CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 70.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.79m (15.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 14,  Bridge Improvement Cost: $763,000,  Roadway Improvement Cost: $76,000,  Total Project Cost: $1,145,000 ( Estimate for 2014),  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: P440711,  Location: 0.4M N JCT CTH Z (Lat: 44.280267,  Lng: -88.261317),  Route carried "on" structure: City street ,  Year Built: 1956,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 6.44m (21.13ft),  Average Daily Traffic: 1,700 (year 2012),  Average Future Daily Traffic: 3,652 (year 2033),  Design Load: HS 20,  Features Intersected: FOX RIVER,  Facility Carried by Structure: LRD ELM ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  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: 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14,  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: P440712,  Location: 0.1M N JCT CTH Z (Lat: 44.277083,  Lng: -88.266600),  Route carried "on" structure: City street ,  Year Built: 1930,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 4.38m (14.37ft),  Average Daily Traffic: 6,400 (year 2013),  Average Future Daily Traffic: 6,006 (year 2033),  Features Intersected: FOX RIVER TAIL RACE,  Facility Carried by Structure: LRD ISLAND ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Channel: Very good,  Operating Rating: 35.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 4.82m (15.81ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 14,  Bridge Improvement Cost: $771,000,  Roadway Improvement Cost: $77,000,  Total Project Cost: $1,156,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: P440713,  Location: 0.3M N JCT CTH Z (Lat: 44.280117,  Lng: -88.266133),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 6,000 (year 2013),  Average Future Daily Traffic: 5,291 (year 2033),  Design Load: HS 20,  Features Intersected: FOX RIVER,  Facility Carried by Structure: LRD ISLAND ST
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),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.6m (93.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Very good,  Channel: Very good,  Operating Rating: 47.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 8.81m (28.90ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 14,  Bridge Improvement Cost: $1,408,000,  Roadway Improvement Cost: $140,000,  Total Project Cost: $2,112,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B44004,  Location: 0.7M N JCT CTH OO (Lat: 44.299606,  Lng: -88.272206),  Route carried "under" structure: State highway 55,  Year Built: 1961,  Structure Length: 3.64m (11.94ft),  Average Daily Traffic: 4,000 (year 2012),  Truck Traffic: 6%,  Features Intersected: STH 55,  Facility Carried by Structure: USH 41 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 15.1m (49.5ft)

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Structure Number: B440041,  Location: 0.6M N JCT CTH OO (Lat: 44.299206,  Lng: -88.272297),  Route carried "under" structure: State highway 55,  Year Built: 1961,  Structure Length: 3.64m (11.94ft),  Average Daily Traffic: 4,000 (year 2012),  Truck Traffic: 6%,  Features Intersected: STH 55,  Facility Carried by Structure: USH 41 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 15.1m (49.5ft)

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Structure Number: B440042,  Location: 0.3M E JCT STH 55 (Lat: 44.301667,  Lng: -88.268333),  Route carried "under" structure: City street ,  Year Built: 1961,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 500 (year 2012),  Features Intersected: LRD MALONEY RD,  Facility Carried by Structure: USH 41 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 12.8m (42.0ft)

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Structure Number: B440043,  Location: 0.3M E JCT STH 55 (Lat: 44.300000,  Lng: -88.268333),  Route carried "under" structure: City street ,  Year Built: 1961,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 500 (year 2012),  Features Intersected: LRD MALONEY RD,  Facility Carried by Structure: USH 41 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 12.8m (42.0ft)

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Structure Number: B440044,  Location: 1.3M N JCT STH 55 TO N (Lat: 44.305258,  Lng: -88.249347),  Route carried "under" structure: US 41,  Year Built: 1961,  Structure Length: 6.59m (21.62ft),  Average Daily Traffic: 23,100 (year 2012),  Truck Traffic: 11%,  Features Intersected: USH 41,  Facility Carried by Structure: CTH J
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.5m (70.5ft)

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