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

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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: 440 (year 2007),  Average Future Daily Traffic: 440 (year 2028),  Design Load: H 15,  Features Intersected: IH 90-IH 94,  Facility Carried by Structure: CTH DM
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: 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: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.9 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 2009,  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: 33,200 (year 2006),  Truck Traffic: 16%,  Average Future Daily Traffic: 51,527 (year 2028),  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: 18.9m (62.0ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Operating Rating: 66.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable 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: July 2009,  Bridge Improvement Cost: $467,000,  Roadway Improvement Cost: $46,000,  Total Project Cost: $701,000 ( Estimate for 2009),  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: 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: 30,600 (year 2006),  Truck Traffic: 16%,  Average Future Daily Traffic: 51,527 (year 2027),  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: 18.9m (62.0ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 66.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable 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 2008,  Bridge Improvement Cost: $467,000,  Roadway Improvement Cost: $46,000,  Total Project Cost: $701,000 ( Estimate for 2009),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B130117,  Location: 0.5M N JCT CTH V (Lat: 43.257600,  Lng: -89.383022),  Route carried "on" structure: County highway ,  Year Built: 1961,  Status: Open,  Structure Length: 8.17m (26.80ft),  Average Daily Traffic: 1,600 (year 2007),  Average Future Daily Traffic: 726 (year 2028),  Design Load: H 20,  Features Intersected: IH 90-IH 94,  Facility Carried by Structure: CTH I
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: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.1m (85.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 35.6 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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 8.60m (28.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2009,  Bridge Improvement Cost: $916,000,  Roadway Improvement Cost: $91,000,  Total Project Cost: $1,374,000 ( Estimate for 2009),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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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: 4,500 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,000 (year 2028),  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: 4,  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,  Operating Rating: 98.8 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: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2009,  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 90,  Year Built: 1959,  Structure Length: 7.31m (23.98ft),  Average Daily Traffic: 64,160 (year 2007),  Truck Traffic: 16%,  Features Intersected: IH 90-IH 94,  Facility Carried by Structure: CTH DM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  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: 320 (year 2007),  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: 320 (year 2007),  Features Intersected: LRD CUBA VALLEY RD,  Facility Carried by Structure: IH 90 WB-IH 94 WB
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: B130117,  Location: 6.4M E JCT STH 60 TO E (Lat: 43.257600,  Lng: -89.383022),  Route carried "under" structure: Interstate 90,  Year Built: 1961,  Structure Length: 8.17m (26.80ft),  Average Daily Traffic: 64,160 (year 2007),  Truck Traffic: 16%,  Features Intersected: IH 90-IH 94,  Facility Carried by Structure: CTH I
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.1m (85.6ft)

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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: 99 (year 2007),  Features Intersected: IH 90/94,  Facility Carried by Structure: CTH V
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.8m (114.2ft)