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

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Structure Number: B130113,  Location: 1.5M E JCT USH 51 (Lat: 43.073881,  Lng: -89.280667),  Route carried "on" structure: County highway ,  Year Built: 1961,  Status: Open,  Structure Length: 6.35m (20.83ft),  Average Daily Traffic: 85,600 (year 2006),  Average Future Daily Traffic: 2,530 (year 2026),  Design Load: H 20,  Features Intersected: IH 90,  Facility Carried by Structure: CTH AB
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),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.80m (22.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $1,084,000,  Roadway Improvement Cost: $108,000,  Total Project Cost: $1,627,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: B130132,  Location: 9.5M W JCT STH 73 TO N (Lat: 43.103678,  Lng: -89.266514),  Route carried "on" structure: Interstate 94,  Year Built: 1962,  Status: Open,  Structure Length: 3.48m (11.42ft),  Average Daily Traffic: 23,200 (year 2006),  Truck Traffic: 13%,  Average Future Daily Traffic: 34,618 (year 2023),  Design Load: HS 20+Mod,  Features Intersected: LRD SPRECKER 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: 12.8m (42.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  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: 13.2m (43.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 66.4 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: 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: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: B130133,  Location: 1.2M E JCT IH 90 TO E (Lat: 43.103344,  Lng: -89.266947),  Route carried "on" structure: Interstate 94,  Year Built: 1962,  Status: Open,  Structure Length: 3.48m (11.42ft),  Average Daily Traffic: 21,800 (year 2006),  Truck Traffic: 14%,  Average Future Daily Traffic: 39,600 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: LRD SPRECKER 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: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 58.3 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: 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: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: B130137,  Location: 1.7M E JCT USH 12 (A) (Lat: 43.027094,  Lng: -89.256156),  Route carried "on" structure: Interstate 90,  Year Built: 1961,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 27,200 (year 2006),  Truck Traffic: 16%,  Average Future Daily Traffic: 51,989 (year 2023),  Design Load: HS 20+Mod,  Features Intersected: LRD SIGGELKOW 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: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  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: 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: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: B130138,  Location: 3.5M W JCT CTH N TO E (Lat: 43.026822,  Lng: -89.255103),  Route carried "on" structure: Interstate 90,  Year Built: 1961,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 24,600 (year 2006),  Truck Traffic: 15%,  Average Future Daily Traffic: 49,300 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: LRD SIGGELKOW 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: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  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: Equal to 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: March 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: B130139,  Location: 1.4M S JCT USH 12 (Lat: 43.020561,  Lng: -89.247061),  Route carried "on" structure: County highway ,  Year Built: 1961,  Status: Open,  Structure Length: 8.31m (27.26ft),  Average Daily Traffic: 7,650 (year 2006),  Average Future Daily Traffic: 2,530 (year 2026),  Design Load: H 15,  Features Intersected: IH 90,  Facility Carried by Structure: CTH AB
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: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.75m (28.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $1,086,000,  Roadway Improvement Cost: $108,000,  Total Project Cost: $1,630,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: B130211,  Location: 0.5M E JCT USH 151 (Lat: 43.106494,  Lng: -89.330881),  Route carried "on" structure: State highway 30,  Year Built: 1964,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 17,300 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 49,750 (year 2023),  Design Load: HS 20,  Features Intersected: LRD FAIR OAKS AVE
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: 12.5m (41.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Fair,  Superstructure: Very 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: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.85m (15.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $601,000,  Roadway Improvement Cost: $60,000,  Total Project Cost: $901,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: B130235,  Location: 3.0M W JCT CTH N (Lat: 43.085722,  Lng: -89.254778),  Route carried "on" structure: County highway ,  Year Built: 1964,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 7,070 (year 2005),  Average Future Daily Traffic: 5,731 (year 2025),  Design Load: H 20,  Features Intersected: DOOR CREEK,  Facility Carried by Structure: CTH BB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: B13046,  Location: AT JCT IH 90-USH 12-18 (Lat: 43.046694,  Lng: -89.273350),  Route carried "on" structure: Ramp Other road ,  Year Built: 1997,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 2,700 (year 2006),  Average Future Daily Traffic: 4,000 (year 2025),  Design Load: HS 20,  Features Intersected: USH 12 WB-USH 18 WB,  Facility Carried by Structure: RAMP USH 12 EB-IH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 58.3 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 desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: B130461,  Location: 4.2M E JCT IH 94 (A) (Lat: 43.049417,  Lng: -89.277806),  Route carried "on" structure: Interstate 90,  Year Built: 1997,  Status: Open,  Structure Length: 4.35m (14.27ft),  Average Daily Traffic: 17,000 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 52,508 (year 2023),  Design Load: HS 20,  Features Intersected: RAMP IH 90WB-USH 12WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 56.7 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 desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  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: B130464,  Location: 4.3M E JCT IH 94 (A) (Lat: 43.047192,  Lng: -89.277975),  Route carried "on" structure: Interstate 90,  Year Built: 1997,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 17,300 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 106,550 (year 2023),  Design Load: HS 20,  Features Intersected: USH 12 WB-USH 18 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.5m (47.6ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 23.0m (75.5ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 56.7 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.11m (13.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $510,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $765,000 ( Estimate for 2007),  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: B130465,  Location: 5.3M W JCT CTH N (A) (Lat: 43.046792,  Lng: -89.275783),  Route carried "on" structure: Interstate 90,  Year Built: 1997,  Status: Open,  Structure Length: 3.67m (12.04ft),  Average Daily Traffic: 26,470 (year 2006),  Truck Traffic: 16%,  Average Future Daily Traffic: 44,650 (year 2023),  Design Load: HS 20,  Features Intersected: USH 12 WB-USH 18 WB
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),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  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: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  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: B130466,  Location: 4.4M E JCT IH 94 TO E (Lat: 43.045878,  Lng: -89.278022),  Route carried "on" structure: Interstate 90,  Year Built: 1997,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 17,460 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 106,550 (year 2023),  Design Load: HS 20,  Features Intersected: USH 12 EB-USH 18 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.0m (75.5ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 74.5 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 desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.91m (16.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $608,000,  Roadway Improvement Cost: $60,000,  Total Project Cost: $912,000 ( Estimate for 2007),  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: B130467,  Location: 5.2M W JCT CTH N TO E (Lat: 43.045422,  Lng: -89.275847),  Route carried "on" structure: Interstate 90,  Year Built: 1997,  Status: Open,  Structure Length: 4.65m (15.26ft),  Average Daily Traffic: 26,470 (year 2006),  Truck Traffic: 16%,  Average Future Daily Traffic: 44,650 (year 2023),  Design Load: HS 20,  Features Intersected: USH 12 EB-USH 18 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  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: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 64.8 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: Superior to present desirable criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.09m (16.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $633,000,  Roadway Improvement Cost: $63,000,  Total Project Cost: $949,000 ( Estimate for 2007),  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: B130113,  Location: 2.4M E JCT IH 94 TO E (Lat: 43.073881,  Lng: -89.280667),  Route carried "under" structure: Interstate 90,  Year Built: 1961,  Structure Length: 6.35m (20.83ft),  Average Daily Traffic: 50,200 (year 2005),  Truck Traffic: 12%,  Features Intersected: IH 90,  Facility Carried by Structure: CTH AB
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: 20.1m (65.9ft)

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Structure Number: B130132,  Location: 0.2M S JCT CTH T (Lat: 43.103678,  Lng: -89.266514),  Route carried "under" structure: City street ,  Year Built: 1962,  Structure Length: 3.48m (11.42ft),  Average Daily Traffic: 700 (year 2005),  Features Intersected: LRD SPRECKER RD,  Facility Carried by Structure: IH 94 WB
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: 14.6m (47.9ft)

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Structure Number: B130133,  Location: 0.2M S JCT CTH T (Lat: 43.103344,  Lng: -89.266947),  Route carried "under" structure: City street ,  Year Built: 1962,  Structure Length: 3.48m (11.42ft),  Average Daily Traffic: 700 (year 2005),  Features Intersected: LRD SPRECKER RD,  Facility Carried by Structure: IH 94 EB
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: 14.6m (47.9ft)

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Structure Number: B130137,  Location: 0.4M W JCT CTH AB (Lat: 43.027094,  Lng: -89.256156),  Route carried "under" structure: City street ,  Year Built: 1961,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 250 (year 2005),  Features Intersected: LRD SIGGELKOW RD,  Facility Carried by Structure: IH 90 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: B130138,  Location: 0.4M W JCT CTH AB (Lat: 43.026822,  Lng: -89.255103),  Route carried "under" structure: City street ,  Year Built: 1961,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 250 (year 2005),  Features Intersected: LRD SIGGELKOW RD,  Facility Carried by Structure: IH 90 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: B130139,  Location: 2.3M E JCT USH 12 TO E (Lat: 43.020561,  Lng: -89.247061),  Route carried "under" structure: Interstate 90,  Year Built: 1961,  Structure Length: 8.31m (27.26ft),  Average Daily Traffic: 37,800 (year 2005),  Truck Traffic: 15%,  Features Intersected: IH 90,  Facility Carried by Structure: CTH AB
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: 25.9m (85.0ft)

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Structure Number: B130211,  Location: 0.4M S JCT USH 151 (Lat: 43.106494,  Lng: -89.330881),  Route carried "under" structure: City street ,  Year Built: 1964,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 4,600 (year 2005),  Features Intersected: LRD FAIR OAKS AVE,  Facility Carried by Structure: STH 30 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: B13046,  Location: 1.4M W JCT CTH AB (A) (Lat: 43.046694,  Lng: -89.273350),  Route carried "under" structure: US 12,  Year Built: 1997,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 56,360 (year 2005),  Truck Traffic: 16%,  Features Intersected: USH 12 WB-USH 18 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  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: 15.5m (50.9ft)

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Structure Number: B130461,  Location: AT JCT IH 90-USH 12-18 (Lat: 43.049417,  Lng: -89.277806),  Route carried "under" structure: Ramp Other road ,  Year Built: 1997,  Structure Length: 4.35m (14.27ft),  Average Daily Traffic: 26,040 (year 2005),  Truck Traffic: 16%,  Features Intersected: RAMP IH 90WB-USH 12WB,  Facility Carried by Structure: IH 90 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: B130464,  Location: 1.6M W JCT CTH AB (A) (Lat: 43.047192,  Lng: -89.277975),  Route carried "under" structure: US 12,  Year Built: 1997,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 6,290 (year 2005),  Truck Traffic: 3%,  Features Intersected: USH 12 WB-USH 18 WB,  Facility Carried by Structure: IH 90 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.5m (47.6ft)

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Structure Number: B130465,  Location: 1.5M W JCT CTH AB (Lat: 43.046792,  Lng: -89.275783),  Route carried "under" structure: US 12,  Year Built: 1997,  Structure Length: 3.67m (12.04ft),  Average Daily Traffic: 6,290 (year 2005),  Truck Traffic: 3%,  Features Intersected: USH 12 WB-USH 18 WB,  Facility Carried by Structure: IH 90 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: B130466,  Location: 1.5M E JCT USH 51 (A) (Lat: 43.045878,  Lng: -89.278022),  Route carried "under" structure: US 12,  Year Built: 1997,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 13,660 (year 2005),  Truck Traffic: 3%,  Features Intersected: USH 12 EB-USH 18 EB,  Facility Carried by Structure: IH 90 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.0m (75.5ft)

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Structure Number: B130467,  Location: 1.6M E JCT USH 51 (A) (Lat: 43.045422,  Lng: -89.275847),  Route carried "under" structure: US 12,  Year Built: 1997,  Structure Length: 4.65m (15.26ft),  Average Daily Traffic: 13,660 (year 2005),  Truck Traffic: 3%,  Features Intersected: USH 12 EB-USH 18 EB,  Facility Carried by Structure: IH 90 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)