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

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Structure Number: B320008,  Location: 0.9M S JCT STH 157 (Lat: 43.871519,  Lng: -91.230733),  Route carried "on" structure: State highway 35,  Year Built: 1952,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 11.85m (38.88ft),  Average Daily Traffic: 11,550 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 23,350 (year 2023),  Design Load: H 20,  Features Intersected: BN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 42.1 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: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: B320056,  Location: 0.3M N JCT STH 157 TO E (Lat: 43.873686,  Lng: -91.209411),  Route carried "on" structure: US 53,  Year Built: 1984,  Status: Open,  Structure Length: 6.90m (22.64ft),  Average Daily Traffic: 14,500 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,651 (year 2027),  Design Load: HS 20,  Features Intersected: IH 90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.6 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: Better than present minimum 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: 7.35m (24.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Bridge Improvement Cost: $1,172,000,  Roadway Improvement Cost: $117,000,  Total Project Cost: $1,759,000 ( 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: B320067,  Location: 0.7M N JCT IH 90 (A) (B) (Lat: 43.870119,  Lng: -91.231147),  Route carried "on" structure: State highway 35,  Year Built: 1967,  Status: Open,  Structure Length: 12.09m (39.67ft),  Average Daily Traffic: 8,877 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,675 (year 2023),  Design Load: HS 20,  Features Intersected: BN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.2 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: B320107,  Location: 1.3M E JCT USH 53 TO S (Lat: 43.870414,  Lng: -91.218289),  Route carried "on" structure: Interstate 90,  Year Built: 1983,  Status: Open,  Structure Length: 3.91m (12.83ft),  Average Daily Traffic: 17,250 (year 2005),  Truck Traffic: 15%,  Average Future Daily Traffic: 20,297 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: LRD 12TH AVE
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: 14.6m (47.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.9m (55.4ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.36m (14.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Bridge Improvement Cost: $541,000,  Roadway Improvement Cost: $54,000,  Total Project Cost: $811,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: B320108,  Location: 0.5M W JCT STH 157 (Lat: 43.870922,  Lng: -91.218047),  Route carried "on" structure: Interstate 90,  Year Built: 1983,  Status: Open,  Structure Length: 3.91m (12.83ft),  Average Daily Traffic: 17,250 (year 2005),  Truck Traffic: 14%,  Average Future Daily Traffic: 26,356 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: LRD 12TH AVE
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: 14.6m (47.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.9m (55.4ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.36m (14.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Bridge Improvement Cost: $541,000,  Roadway Improvement Cost: $54,000,  Total Project Cost: $811,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: B320129,  Location: 0.9M N JCT IH 90 TO E (Lat: 43.883856,  Lng: -91.211061),  Route carried "on" structure: US 53,  Year Built: 1990,  Status: Open,  Structure Length: 5.63m (18.47ft),  Average Daily Traffic: 32,200 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 23,084 (year 2027),  Design Load: HS 20,  Features Intersected: STH 157 WB
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: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.6m (90.6ft),  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: Very good,  Substructure: Good,  Operating Rating: 56.7 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: Better than 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 2008,  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: B32013,  Location: 1.2M S JCT CTH S (Lat: 43.884411,  Lng: -91.211719),  Route carried "on" structure: US 53,  Year Built: 1990,  Status: Open,  Structure Length: 5.63m (18.47ft),  Average Daily Traffic: 15,700 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 18,056 (year 2027),  Design Load: HS 20,  Features Intersected: STH 157 WB
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: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.6m (90.6ft),  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: Very good,  Substructure: Good,  Operating Rating: 56.7 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: Better than 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 2008,  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: B320131,  Location: 1.1M N JCT STH 157 TO W (Lat: 43.898064,  Lng: -91.220017),  Route carried "on" structure: US 53,  Year Built: 1990,  Status: Open,  Structure Length: 7.83m (25.69ft),  Average Daily Traffic: 10,800 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 19,924 (year 2023),  Design Load: HS 20,  Features Intersected: CTH S SAND LAKE COULEE
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: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.6m (126.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: March 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: B320132,  Location: 1.9M S JCT CTH OT (Lat: 43.898158,  Lng: -91.220633),  Route carried "on" structure: US 53,  Year Built: 1990,  Status: Open,  Structure Length: 7.83m (25.69ft),  Average Daily Traffic: 10,210 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 18,835 (year 2023),  Design Load: HS 20,  Features Intersected: CTH S SAND LAKE COULEE
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: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.6m (126.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: March 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: B320133,  Location: 0.5M N JCT CTH S (Lat: 43.905294,  Lng: -91.227558),  Route carried "on" structure: US 53,  Year Built: 1990,  Status: Open,  Structure Length: 4.95m (16.24ft),  Average Daily Traffic: 13,510 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,763 (year 2023),  Design Load: HS 20,  Features Intersected: LRD RIDERS CLUB ROAD
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: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 79.4 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: Better than present minimum criteria,  Deck Geometry: Better than 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: March 2006,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B320134,  Location: 2.3M S JCT STH 35 TO S (Lat: 43.905714,  Lng: -91.228517),  Route carried "on" structure: US 53,  Year Built: 1990,  Status: Open,  Structure Length: 4.95m (16.24ft),  Average Daily Traffic: 10,210 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 18,835 (year 2023),  Design Load: HS 20,  Features Intersected: LRD RIDER"S CLUB ROAD
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: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 79.4 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: Better than present minimum criteria,  Deck Geometry: Better than 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: March 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: B320135,  Location: 0.6M N JCT CTH S (Lat: 43.912653,  Lng: -91.234908),  Route carried "on" structure: US 53,  Year Built: 1990,  Status: Open,  Structure Length: 8.51m (27.92ft),  Average Daily Traffic: 10,800 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 19,924 (year 2023),  Design Load: HS 20,  Features Intersected: LRD THOMAS 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: 12.2m (40.0ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 77.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: March 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: B320136,  Location: 1.1M S JCT STH 35 TO S (Lat: 43.912714,  Lng: -91.235456),  Route carried "on" structure: US 53,  Year Built: 1990,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 10,210 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 18,835 (year 2023),  Design Load: HS 20,  Features Intersected: LRD THOMAS 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),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.9m (121.1ft),  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: 77.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.0 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: Somewhat better than minimum adequacy,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B320156,  Location: 0.6M N JCT CTH OS (Lat: 43.888133,  Lng: -91.180050),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 1.41m (4.63ft),  Average Daily Traffic: 65 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 97 (year 2025),  Design Load: HS 20,  Features Intersected: BR LACROSSE RIVER,  Facility Carried by Structure: LRD MARCOU ROAD
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),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 53.5 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 desirable 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: April 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: B320189,  Location: 0.6M E JCT I90/STH151 (Lat: 43.876814,  Lng: -91.196917),  Route carried "on" structure: Interstate 90,  Year Built: 1996,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 17,250 (year 2005),  Truck Traffic: 16%,  Average Future Daily Traffic: 21,157 (year 2027),  Design Load: HS 20,  Features Intersected: LRD THEATER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 58.3 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: 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: Febuary 2008,  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: B32019,  Location: 0.5M W JCT I90/STH16 (Lat: 43.877192,  Lng: -91.196314),  Route carried "on" structure: Interstate 90,  Year Built: 1996,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 17,250 (year 2005),  Average Future Daily Traffic: 14,400 (year 2027),  Design Load: HS 20,  Features Intersected: LRD THEATER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.8m (55.1ft)

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: 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: Febuary 2008,  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: B320056,  Location: 1.7M E JCT USH 53 TO S (Lat: 43.873686,  Lng: -91.209411),  Route carried "under" structure: Interstate 90,  Year Built: 1984,  Structure Length: 6.90m (22.64ft),  Average Daily Traffic: 34,000 (year 2005),  Features Intersected: IH 90,  Facility Carried by Structure: USH 53 NB-STH 157
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: B320107,  Location: AT JCT IH 90 (Lat: 43.870414,  Lng: -91.218289),  Route carried "under" structure: City street ,  Year Built: 1983,  Structure Length: 3.91m (12.83ft),  Average Daily Traffic: 8,100 (year 2005),  Features Intersected: LRD 12TH AVE,  Facility Carried by Structure: IH 90 EB-USH 53 NB
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: 16.9m (55.4ft)

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Structure Number: B320108,  Location: AT JCT IH 90 (Lat: 43.870922,  Lng: -91.218047),  Route carried "under" structure: City street ,  Year Built: 1983,  Structure Length: 3.91m (12.83ft),  Average Daily Traffic: 8,000 (year 2005),  Features Intersected: LRD 12TH AVE,  Facility Carried by Structure: IH 90 WB-USH 53 SB
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: 16.9m (55.4ft)

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Structure Number: B320129,  Location: 0.7M W JCT IH 90 TO W (Lat: 43.883856,  Lng: -91.211061),  Route carried "under" structure: State highway 157,  Year Built: 1990,  Structure Length: 5.63m (18.47ft),  Average Daily Traffic: 11,400 (year 2005),  Truck Traffic: 5%,  Features Intersected: STH 157 WB,  Facility Carried by Structure: USH 53 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  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: 27.6m (90.6ft)

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Structure Number: B32013,  Location: 0.8M W JCT IH 90 TO W (Lat: 43.884411,  Lng: -91.211719),  Route carried "under" structure: State highway 157,  Year Built: 1990,  Structure Length: 5.63m (18.47ft),  Average Daily Traffic: 11,400 (year 2005),  Features Intersected: STH 157 WB,  Facility Carried by Structure: USH 53 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  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: 27.6m (90.6ft)

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Structure Number: B320131,  Location: CITY OF ONALASKA (Lat: 43.898064,  Lng: -91.220017),  Route carried "under" structure: County highway ,  Year Built: 1990,  Structure Length: 7.83m (25.69ft),  Average Daily Traffic: 7,900 (year 2005),  Features Intersected: CTH S SAND LAKE COULEE,  Facility Carried by Structure: USH 53 NB
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: 38.6m (126.6ft)

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Structure Number: B320132,  Location: CITY OF ONALASKA (Lat: 43.898158,  Lng: -91.220633),  Route carried "under" structure: County highway ,  Year Built: 1990,  Structure Length: 7.83m (25.69ft),  Average Daily Traffic: 7,900 (year 2005),  Features Intersected: CTH S SAND LAKE COULEE,  Facility Carried by Structure: USH 53 SB
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: 38.6m (126.6ft)

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Structure Number: B320133,  Location: AT USH 53 (Lat: 43.905294,  Lng: -91.227558),  Route carried "under" structure: City street ,  Year Built: 1990,  Structure Length: 4.95m (16.24ft),  Average Daily Traffic: 5,900 (year 2005),  Features Intersected: LRD RIDERS CLUB ROAD,  Facility Carried by Structure: USH 53 NB
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: 26.8m (87.9ft)

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Structure Number: B320134,  Location: CITY OF ONALASKA (Lat: 43.905714,  Lng: -91.228517),  Route carried "under" structure: City street ,  Year Built: 1990,  Structure Length: 4.95m (16.24ft),  Average Daily Traffic: 5,900 (year 2005),  Features Intersected: LRD RIDER"S CLUB ROAD,  Facility Carried by Structure: USH 53 SB
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: 26.8m (87.9ft)

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Structure Number: B320135,  Location: CITY OF ONALASKA (Lat: 43.912653,  Lng: -91.234908),  Route carried "under" structure: City street ,  Year Built: 1990,  Structure Length: 8.51m (27.92ft),  Average Daily Traffic: 99 (year 2005),  Features Intersected: LRD THOMAS RD,  Facility Carried by Structure: USH 53 NB
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: 36.9m (121.1ft)

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Structure Number: B320136,  Location: CITY OF ONALASKA (Lat: 43.912714,  Lng: -91.235456),  Route carried "under" structure: City street ,  Year Built: 1990,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 99 (year 2005),  Features Intersected: LRD THOMAS RD,  Facility Carried by Structure: USH 53 SB
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: 36.9m (121.1ft)

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Structure Number: B320189,  Location: CITY OF ONALASKA (Lat: 43.876814,  Lng: -91.196917),  Route carried "under" structure: City street ,  Year Built: 1996,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 99 (year 2005),  Features Intersected: LRD THEATER RD,  Facility Carried by Structure: IH 90 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: B32019,  Location: CITY OF ONALASKA (Lat: 43.877192,  Lng: -91.196314),  Route carried "under" structure: City street ,  Year Built: 1996,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 99 (year 2005),  Features Intersected: LRD THEATER RD,  Facility Carried by Structure: IH 90 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 20.1m (65.9ft)