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

Structure Number: B11002,  Location: 0.5M N JCT CTH CS,  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 1.48m (4.86ft),  Average Daily Traffic: 660 (year 2005),  Average Future Daily Traffic: 726 (year 2025),  Design Load: H 20,  Features Intersected: ROWAN CREEK @ LAKE WIS,  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: 13.4m (44.0ft),  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: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 47.0 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: Equal to present minimum criteria,  Deck Geometry: Better than 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 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: B110022,  Location: 2.9M E JCT STH 78 TO N (Lat: 43.449231,  Lng: -89.495314),  Route carried "on" structure: Interstate 90,  Year Built: 1961,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 51.51m (169.00ft),  Average Daily Traffic: 26,900 (year 2006),  Truck Traffic: 17%,  Average Future Daily Traffic: 50,100 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: WISCONSIN RIVER 10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 42.7m (140.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 38.9 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2007,  Critical Feature Inspection Date: July 2007,  Underwater Inspection Date: October 2003,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B110023,  Location: 2.9M W JCT CTH CS TO N (Lat: 43.445422,  Lng: -89.491689),  Route carried "on" structure: Interstate 90,  Year Built: 1961,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 51.51m (169.00ft),  Average Daily Traffic: 26,900 (year 2006),  Truck Traffic: 17%,  Average Future Daily Traffic: 50,100 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: WISCONSIN RIVER 11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 42.7m (140.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 38.9 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2007,  Critical Feature Inspection Date: July 2007,  Underwater Inspection Date: October 2003,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B110026,  Location: 1.1M E JCT CTH J (Lat: 43.391678,  Lng: -89.467294),  Route carried "on" structure: County highway ,  Year Built: 1961,  Status: Open,  Structure Length: 7.18m (23.56ft),  Average Daily Traffic: 2,600 (year 2005),  Average Future Daily Traffic: 2,310 (year 2026),  Design Load: HS 20,  Features Intersected: IH 90-IH 94,  Facility Carried by Structure: CTH CS
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: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.7m (74.5ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Operating Rating: 35.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.1 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 desirable criteria,  Length Of Structure Improvement: 7.62m (25.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $812,000,  Roadway Improvement Cost: $81,000,  Total Project Cost: $1,218,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: B110037,  Location: 2.3M S JCT CTH B (Lat: 43.440475,  Lng: -89.488522),  Route carried "on" structure: County highway ,  Year Built: 1961,  Status: Open,  Structure Length: 6.79m (22.28ft),  Average Daily Traffic: 590 (year 2005),  Average Future Daily Traffic: 649 (year 2026),  Design Load: H 15,  Features Intersected: IH 90-IH 94,  Facility Carried by Structure: CTH V
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: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.4m (73.5ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 47.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: B110038,  Location: 0.6M W JCT CTH J (Lat: 43.421125,  Lng: -89.475700),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 200 (year 2005),  Average Future Daily Traffic: 220 (year 2025),  Design Load: H 15,  Features Intersected: IH 90-IH 94,  Facility Carried by Structure: LRD BLACK RD
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: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.6m (77.4ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 32.4 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: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: B110039,  Location: 0.3M W JCT CTH J (Lat: 43.410164,  Lng: -89.468089),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 6.63m (21.75ft),  Average Daily Traffic: 200 (year 2005),  Average Future Daily Traffic: 220 (year 2026),  Design Load: H 15,  Features Intersected: IH 90-IH 94,  Facility Carried by Structure: LRD KENT RD
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: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.8m (71.5ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.6 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: B11004,  Location: 6.3M E JCT STH 78 TO N (Lat: 43.405192,  Lng: -89.467406),  Route carried "on" structure: Interstate 90,  Year Built: 1961,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 26,900 (year 2006),  Truck Traffic: 17%,  Average Future Daily Traffic: 50,100 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: ROWAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.3m (37.1ft),  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: 18.0m (59.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 53.5 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 minimum 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: August 2006,  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: B110041,  Location: 0.8M W JCT CTH CS TO N (Lat: 43.404969,  Lng: -89.466511),  Route carried "on" structure: Interstate 90,  Year Built: 1961,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 26,900 (year 2006),  Truck Traffic: 17%,  Average Future Daily Traffic: 50,100 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: ROWAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.3m (37.1ft),  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: 18.0m (59.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 53.5 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 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: December 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B110042,  Location: 3.8M W JCT STH 60 TO E (Lat: 43.389764,  Lng: -89.466208),  Route carried "on" structure: Interstate 90,  Year Built: 1961,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 1.38m (4.53ft),  Average Daily Traffic: 24,700 (year 2006),  Truck Traffic: 17%,  Average Future Daily Traffic: 50,100 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: BR ROWAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Culverts: Good,  Operating Rating: 48.6 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: Better than 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 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Structure Number: B110047,  Location: 0.1M W JCT CTH CS TO E,  Route carried "on" structure: County highway ,  Year Built: 1959,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 800 (year 2005),  Average Future Daily Traffic: 880 (year 2025),  Design Load: HS 20,  Features Intersected: BR ROWAN CREEK,  Facility Carried by Structure: CTH CS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Culverts: Satisfactory,  Operating Rating: 48.6 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 minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Structure Number: B110048,  Location: 0.2M N JCT CTH CS TO E,  Route carried "on" structure: County highway ,  Year Built: 1959,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 350 (year 2005),  Average Future Daily Traffic: 385 (year 2025),  Design Load: H 15,  Features Intersected: BR ROWAN CREEK,  Facility Carried by Structure: CTH J
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Culverts: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: B110862,  Location: 1.2M N JCT CTH B (Lat: 43.455856,  Lng: -89.406689),  Route carried "on" structure: US 51,  Year Built: 1923,  Year Reconstructed: 1935,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 4,000 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,030 (year 2023),  Design Load: H 15,  Features Intersected: ROCKY RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.8m (25.6ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 76.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Structure Number: P110037,  Location: 0.8M E JCT CTH J,  Route carried "on" structure: County highway ,  Year Built: 1956,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 490 (year 2005),  Average Future Daily Traffic: 539 (year 2025),  Design Load: H 20,  Features Intersected: ROCKY RUN CREEK,  Facility Carried by Structure: CTH VJ
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.3m (17.4ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Operating Rating: 42.1 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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $146,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $219,000 ( Estimate for 2007),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Structure Number: P110038,  Location: 0.9M N JCT CTH CS TO E,  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Open,  Structure Length: 1.39m (4.56ft),  Average Daily Traffic: 320 (year 2005),  Average Future Daily Traffic: 352 (year 2025),  Design Load: H 15,  Features Intersected: ROWAN CREEK,  Facility Carried by Structure: CTH J
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 21.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 8.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $174,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $261,000 ( Estimate for 2007),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: B110026,  Location: 7.2M E JCT STH 78 TO N (Lat: 43.391678,  Lng: -89.467294),  Route carried "under" structure: Interstate 90,  Year Built: 1961,  Structure Length: 7.18m (23.56ft),  Average Daily Traffic: 43,400 (year 2005),  Truck Traffic: 17%,  Features Intersected: IH 90-IH 94,  Facility Carried by Structure: CTH CS
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: 22.7m (74.5ft)

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Structure Number: B110037,  Location: 3.6M E JCT STH 78 TO N (Lat: 43.440475,  Lng: -89.488522),  Route carried "under" structure: Interstate 90,  Year Built: 1961,  Structure Length: 6.79m (22.28ft),  Average Daily Traffic: 43,000 (year 2005),  Truck Traffic: 17%,  Features Intersected: IH 90-IH 94,  Facility Carried by Structure: CTH V
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: 22.4m (73.5ft)

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Structure Number: B110038,  Location: 5.1M E JCT STH 78 TO N (Lat: 43.421125,  Lng: -89.475700),  Route carried "under" structure: Interstate 90,  Year Built: 1961,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 43,000 (year 2005),  Truck Traffic: 17%,  Features Intersected: IH 90-IH 94,  Facility Carried by Structure: LRD BLACK RD
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: 23.6m (77.4ft)

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Structure Number: B110039,  Location: 5.9M E JCT STH 78 TO N (Lat: 43.410164,  Lng: -89.468089),  Route carried "under" structure: Interstate 90,  Year Built: 1961,  Structure Length: 6.63m (21.75ft),  Average Daily Traffic: 43,000 (year 2005),  Truck Traffic: 17%,  Features Intersected: IH 90-IH 94,  Facility Carried by Structure: LRD KENT RD
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: 21.8m (71.5ft)