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


  • National Bridge Inventory (NBI) Statistics
  • 13Number of bridges
  • 61m200ftTotal length
  • $1,401,000Total costs
  • 253,672Total average daily traffic
  • 26,520Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Vienna
  • No street view available for this location

New bridges - Historical Statistics

  • 31950-1959
  • 41960-1969
  • 42000-2009
  • 22010-2015

Reconstructed bridges - Historical Statistics

  • 21970-1979
  • 01980-1989
  • 01990-1999
  • 12000-2009

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: B13008,  Location: 3.4M S JCT CTH V (S) (Lat: 43.234300,  Lng: -89.153683),  Route carried "on" structure: US 151,  Year Built: 1959,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 1.36m (4.46ft),  Average Daily Traffic: 11,540 (year 2012),  Truck Traffic: 8%,  Average Future Daily Traffic: 30,100 (year 2034),  Features Intersected: MAUNESHA 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: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.6m (44.6ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 44.1 metric tons,  Inventory Rating: 34.0 metric tons,  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: Febuary 15,  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: B130085,  Location: 0.8M W JCT CTH I (Lat: 43.275703,  Lng: -89.399203),  Route carried "on" structure: County highway ,  Year Built: 1959,  Status: Open,  Structure Length: 7.31m (23.98ft),  Average Daily Traffic: 400 (year 2012),  Average Future Daily Traffic: 440 (year 2032),  Design Load: H 15,  Features Intersected: IH 39/90/94,  Facility Carried by Structure: CTH DM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.7m (77.8ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 32.7 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: B130087,  Location: 2.3M E JCT CTH V TO E (Lat: 43.221436,  Lng: -89.363886),  Route carried "on" structure: Interstate 90,  Year Built: 1960,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 3.31m (10.86ft),  Average Daily Traffic: 27,800 (year 2012),  Truck Traffic: 16%,  Average Future Daily Traffic: 51,527 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: LRD CUBA VALLEY 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: 18.9m (62.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 39.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.75m (12.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 13,  Bridge Improvement Cost: $467,000,  Roadway Improvement Cost: $46,000,  Total Project Cost: $701,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B130088,  Location: 2.4M W JCT STH 19 TO E (Lat: 43.221147,  Lng: -89.363258),  Route carried "on" structure: Interstate 90,  Year Built: 1960,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 3.31m (10.86ft),  Average Daily Traffic: 28,500 (year 2012),  Truck Traffic: 16%,  Average Future Daily Traffic: 51,527 (year 2033),  Design Load: HS 20,  Features Intersected: LRD CUBA VALLEY 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: 18.9m (62.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 39.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.75m (12.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 14,  Bridge Improvement Cost: $466,000,  Roadway Improvement Cost: $46,000,  Total Project Cost: $700,000 ( Estimate for 2014),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: B130511,  Location: CITY OF MADISON (Lat: 43.121000,  Lng: -89.302772),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 12,750 (year 2012),  Truck Traffic: 8%,  Average Future Daily Traffic: 15,250 (year 2033),  Design Load: HS 20,  Features Intersected: E BR STARKWEATHER CREEK,  Facility Carried by Structure: LRD LIEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 37.3m (122.4ft)

Condition: Channel: Excellent,  Culverts: Excellent,  Operating Rating: 34.3 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: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior 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: Bituminous
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Structure Number: B130517,  Location: TOWN OF VIENNA (Lat: 43.250333,  Lng: -89.378161),  Route carried "on" structure: County highway ,  Year Built: 2002,  Status: Open,  Structure Length: 7.08m (23.23ft),  Average Daily Traffic: 7,200 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,000 (year 2032),  Design Load: HS 20,  Features Intersected: IH 90/94,  Facility Carried by Structure: CTH V
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 26.5m (86.9ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.8m (114.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 26.6m (87.3ft),  Out-to-Out Width: 30.2m (99.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Inventory Rating: 35.6 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: B130631,  Location: 0.1 MI. WEST OF DEMING WA (Lat: 43.101667,  Lng: -89.521389),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 1.12m (3.67ft),  Average Daily Traffic: 250 (year 2012),  Average Future Daily Traffic: 100 (year 2033),  Design Load: HS 20,  Features Intersected: PHEASANT BRANCH CREEK,  Facility Carried by Structure: LRD U.W. HEALTH CT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.2m (3.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 40.8 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: Equal 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: October 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: B130639,  Location: 0.5M N JCT CTH V (Lat: 43.257600,  Lng: -89.383022),  Route carried "on" structure: County highway ,  Year Built: 2013,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 2,200 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,900 (year 2032),  Features Intersected: IH 39 NB,  Facility Carried by Structure: CTH I
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 47.6 metric tons,  Inventory Rating: 36.6 metric tons,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: B130085,  Location: 4.9M E JCT STH 60 TO E (Lat: 43.275703,  Lng: -89.399203),  Route carried "under" structure: Interstate 39,  Year Built: 1959,  Structure Length: 7.31m (23.98ft),  Average Daily Traffic: 53,500 (year 2012),  Truck Traffic: 16%,  Features Intersected: IH 39/90/94,  Facility Carried by Structure: CTH DM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.7m (77.8ft)

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Structure Number: B130087,  Location: 1.9M E JCT CTH I (Lat: 43.221436,  Lng: -89.363886),  Route carried "under" structure: City street ,  Year Built: 1960,  Structure Length: 3.31m (10.86ft),  Average Daily Traffic: 566 (year 2012),  Features Intersected: LRD CUBA VALLEY RD,  Facility Carried by Structure: IH 90 EB-IH 94 EB
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: 13.1m (43.0ft)

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Structure Number: B130088,  Location: 1.9M E JCT CTH I (Lat: 43.221147,  Lng: -89.363258),  Route carried "under" structure: City street ,  Year Built: 1960,  Structure Length: 3.31m (10.86ft),  Average Daily Traffic: 566 (year 2012),  Features Intersected: LRD CUBA VALLEY RD,  Facility Carried by Structure: IH 39 NB IH 90 & 9
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: 13.1m (43.0ft)

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Structure Number: B130517,  Location: TOWN OF VIENNA (Lat: 43.250333,  Lng: -89.378161),  Route carried "under" structure: Interstate 90,  Year Built: 2002,  Structure Length: 7.08m (23.23ft),  Average Daily Traffic: 48,300 (year 2012),  Features Intersected: IH 90/94,  Facility Carried by Structure: CTH V
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.8m (114.2ft)

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Structure Number: B130639,  Location: AT CTH I (Lat: 43.257600,  Lng: -89.383022),  Route carried "under" structure: Interstate 39,  Year Built: 2013,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 60,100 (year 2012),  Truck Traffic: 11%,  Features Intersected: IH 39 NB,  Facility Carried by Structure: CTH I
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.1m (134.8ft)

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