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


  • National Bridge Inventory (NBI) Statistics
  • 16Number of bridges
  • 82ft / 25mTotal length
  • 58,553Total average daily traffic
  • 5,270Total average daily truck traffic
  • 90,351Total future (year 2035) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Clinton
  • No street view available for this location

Average Bridge Daily Traffic in Clinton, WI
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 42.9%Good
  • 28.6%Satisfactory
  • 28.6%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 42.9%Good
  • 28.6%Satisfactory
  • 28.6%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 42.9%Good
  • 57.1%Satisfactory
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Structure Number: B530113,  Location: 5.4M N JCT IH 90 TO W (Lat: 42.572922,  Lng: -88.889333),  Route carried "on" structure: Interstate 43,  Year Built: 1975,  Status: Open,  Structure Length: 3.62m (11.88ft),  Average Daily Traffic: 7,000 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 12,900 (year 2036),  Design Load: HS 20,  Features Intersected: CTH J
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: 128.0m (419.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 1.3m (4.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: Febuary 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other
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Structure Number: B530113,  Location: 1.3M N JCT CTH X (Lat: 42.572922,  Lng: -88.889333),  Route carried "under" structure: County highway ,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 780 (year 2015),  Features Intersected: CTH J,  Facility Carried by Structure: IH 43 NB
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: B530114,  Location: 6.7M N JCT IH 90 TO W (Lat: 42.572244,  Lng: -88.865367),  Route carried "on" structure: Interstate 43,  Year Built: 1975,  Status: Open,  Structure Length: 4.99m (16.37ft),  Average Daily Traffic: 6,200 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 12,900 (year 2036),  Design Load: HS 20,  Features Intersected: STH 140
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.8m (81.4ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 60.4 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: 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: October 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B530114,  Location: 3.0M N JCT CTH P (Lat: 42.572244,  Lng: -88.865367),  Route carried "under" structure: State highway 140,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 4,500 (year 2015),  Truck Traffic: 6%,  Features Intersected: STH 140,  Facility Carried by Structure: IH 43 NB
Minimum Vertical Clearance: 4.88m (16.01ft),  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: 24.8m (81.4ft)

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Structure Number: B530115,  Location: 8.2M S JCT USH 14 TO W (Lat: 42.572594,  Lng: -88.864742),  Route carried "on" structure: Interstate 43,  Year Built: 1975,  Status: Open,  Structure Length: 4.99m (16.37ft),  Average Daily Traffic: 5,900 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 12,900 (year 2036),  Design Load: HS 20,  Features Intersected: STH 140
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.8m (81.4ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 57.2 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 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: October 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B530115,  Location: 3.1M N JCT CTH P (Lat: 42.572594,  Lng: -88.864742),  Route carried "under" structure: State highway 140,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 4,500 (year 2015),  Truck Traffic: 6%,  Features Intersected: STH 140,  Facility Carried by Structure: IH 43 SB
Minimum Vertical Clearance: 4.89m (16.04ft),  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: 24.8m (81.4ft)

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Structure Number: B530116,  Location: 1.8M N JCT STH 140 TO N (Lat: 42.572225,  Lng: -88.835547),  Route carried "on" structure: Interstate 43,  Year Built: 1975,  Status: Open,  Structure Length: 3.48m (11.42ft),  Average Daily Traffic: 6,900 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 12,900 (year 2035),  Design Load: HS 20,  Features Intersected: LRD CARVERS ROCK 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: 128.0m (419.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.6m (5.2ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 1.3m (4.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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: 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: Febuary 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: B530116,  Location: 0.6M N JCT CTH X (Lat: 42.572225,  Lng: -88.835547),  Route carried "under" structure: City street ,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 176 (year 2015),  Features Intersected: LRD CARVERS ROCK RD,  Facility Carried by Structure: IH 43 NB
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 1.6m (5.2ft)

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Structure Number: B530117,  Location: 6.7M S JCT USH 14 TO W (Lat: 42.572572,  Lng: -88.835122),  Route carried "on" structure: Interstate 43,  Year Built: 1975,  Status: Open,  Structure Length: 3.48m (11.42ft),  Average Daily Traffic: 7,200 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 12,900 (year 2036),  Design Load: HS 20,  Features Intersected: LRD CARVERS ROCK 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: 122.0m (400.3ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.6m (5.2ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 1.3m (4.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: 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: Somewhat better than minimum adequacy,  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: Febuary 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: B530117,  Location: 0.6M N JCT CTH X (Lat: 42.572572,  Lng: -88.835122),  Route carried "under" structure: City street ,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 176 (year 2015),  Features Intersected: LRD CARVERS ROCK RD,  Facility Carried by Structure: IH 43 SB
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 1.6m (5.2ft)

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Structure Number: B530118,  Location: 3.9M N JCT STH 140 TO N (Lat: 42.576836,  Lng: -88.796122),  Route carried "on" structure: Interstate 43,  Year Built: 1975,  Status: Open,  Structure Length: 4.22m (13.85ft),  Average Daily Traffic: 6,900 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 12,900 (year 2036),  Design Load: HS 20,  Features Intersected: LRD SUMMERVILLE 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: 122.0m (400.3ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.1m (59.4ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 58.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: October 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: B530118,  Location: 0.4M N JCT CTH X (Lat: 42.576836,  Lng: -88.796122),  Route carried "under" structure: City street ,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 147 (year 2015),  Features Intersected: LRD SUMMERVILLE RD,  Facility Carried by Structure: IH 43 NB
Minimum Vertical Clearance: 4.49m (14.73ft),  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: 18.1m (59.4ft)

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Structure Number: B530119,  Location: 4.6M S JCT USH 14 TO W (Lat: 42.577403,  Lng: -88.795653),  Route carried "on" structure: Interstate 43,  Year Built: 1975,  Status: Open,  Structure Length: 0.43m (1.41ft),  Average Daily Traffic: 7,200 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 12,900 (year 2036),  Design Load: HS 20,  Features Intersected: LRD SUMMERVILLE 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: 122.0m (400.3ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.1m (59.4ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 52.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B530119,  Location: 0.4M N JCT CTH X (Lat: 42.577403,  Lng: -88.795653),  Route carried "under" structure: City street ,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 147 (year 2015),  Features Intersected: LRD SUMMERVILLE RD,  Facility Carried by Structure: IH 43 SB
Minimum Vertical Clearance: 0.47m (1.54ft),  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: 18.1m (59.4ft)

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Structure Number: B53012,  Location: 1.3M N JCT CTH X (Lat: 42.573336,  Lng: -88.888894),  Route carried "under" structure: County highway ,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 780 (year 2015),  Features Intersected: CTH J,  Facility Carried by Structure: IH 43 SB
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: P530926,  Location: 0.2M S JCT CTH X (Lat: 42.567389,  Lng: -88.796000),  Route carried "on" structure: City street ,  Year Built: 1977,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 47 (year 2015),  Average Future Daily Traffic: 51 (year 2035),  Design Load: H 15,  Features Intersected: BRA LITTLE TURTLE CRK,  Facility Carried by Structure: LRD SUMMERVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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