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Bridge Statistics for Kossuth, Wisconsin (WI) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Kossuth, WI, Wisconsin, Wisconsin forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 26 Total length: 127 meters (417ft) Total costs: $448,000 Total average daily traffic: 133,125 Total average daily truck traffic: 21,246 National Bridge Inventory (NBI) Registered Bridges for Kossuth
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Structure Number: B360021, Location: 0.7M E JCT CTH Q, Route carried "on" structure: County highway , Year Built: 1965, Year Reconstructed: 2006, Status: Open, Structure Length: 5.05m (16.57ft), Average Daily Traffic: 2,000 (year 2006), Average Future Daily Traffic: 2,700 (year 2026), Design Load: HS 20, Features Intersected: W TWIN RIVER, 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: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.2m (33.5ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 94.0 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: B360079, Location: 1.1M W JCT CTH R (Lat: 44.167878, Lng: -87.731111), Route carried "on" structure: City street , Year Built: 1977, Status: Open, Structure Length: 7.60m (24.93ft), Average Daily Traffic: 125 (year 2005), Average Future Daily Traffic: 138 (year 2026), Design Load: H 20, Features Intersected: IH 43, Facility Carried by Structure: LRD ROCKWOOD 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), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.9m (127.6ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 61.6 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: Equal to 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: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: B36008, Location: 3.6M E JCT CTH H (Lat: 44.182464, Lng: -87.730975), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 150 (year 2005), Average Future Daily Traffic: 165 (year 2026), Design Load: H 20, Features Intersected: IH 43, Facility Carried by Structure: LRD REIFS MILL 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), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.1m (108.6ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.3m (33.8ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to 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: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: B360081, Location: 3.6M E JCT CTH H (Lat: 44.197000, Lng: -87.730958), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 6.96m (22.83ft), Average Daily Traffic: 150 (year 2005), Average Future Daily Traffic: 165 (year 2026), Design Load: HS 20, Features Intersected: IH 43, Facility Carried by Structure: CTH V HILLCREST 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: 15.2m (49.9ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.9m (114.5ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 21.9m (71.9ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 76.1 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: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, 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: Monolithic Concrete Find on map >>
Structure Number: B360082, Location: 3.4M N JCT USH 10 TO W (Lat: 44.202214, Lng: -87.731264), Route carried "on" structure: Interstate 43, Year Built: 1976, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 17,430 (year 2005), Truck Traffic: 17%, Average Future Daily Traffic: 26,510 (year 2023), Design Load: HS 20+Mod, Features Intersected: FRANCIS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft) 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: Superior to present desirable criteria, 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: Monolithic Concrete Find on map >>
Structure Number: B360084, Location: 3.0M E JCT CTH H (Lat: 44.211278, Lng: -87.746442), Route carried "on" structure: City street , Year Built: 1977, Status: Open, Structure Length: 11.79m (38.68ft), Average Daily Traffic: 150 (year 2005), Average Future Daily Traffic: 165 (year 2026), Design Load: H 20, Features Intersected: IH 43, Facility Carried by Structure: LRD POLIFKA 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: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 61.1m (200.5ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.3m (33.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 69.7 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: Equal to 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 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: B360086, Location: 3.6M S JCT STH 147 (Lat: 44.225908, Lng: -87.767464), Route carried "on" structure: Interstate 43, Year Built: 1977, Status: Open, Structure Length: 6.56m (21.52ft), Average Daily Traffic: 9,890 (year 2005), Truck Traffic: 16%, Average Future Daily Traffic: 17,202 (year 2023), Design Load: HS 20+Mod, Features Intersected: CTH K 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: 2, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 85.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, 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: Bituminous Find on map >>
Structure Number: B360087, Location: 5.2M N JCT USH 10 TO W (Lat: 44.225444, Lng: -87.766303), Route carried "on" structure: Interstate 43, Year Built: 1977, Status: Open, Structure Length: 6.56m (21.52ft), Average Daily Traffic: 8,900 (year 2005), Truck Traffic: 22%, Average Future Daily Traffic: 17,750 (year 2026), Design Load: HS 20+Mod, Features Intersected: CTH K 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: 2, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 85.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, 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: Bituminous Find on map >>
Structure Number: B360088, Location: 1.1M E JCT CTH H (Lat: 44.240108, Lng: -87.779700), Route carried "on" structure: City street , Year Built: 1977, Status: Open, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 100 (year 2005), Average Future Daily Traffic: 110 (year 2026), Design Load: H 20, Features Intersected: IH 43, Facility Carried by Structure: LRD FISCHERVILLE R 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: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.3m (33.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 82.6 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: 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 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Structure Number: B360125, Location: 1.8M N JCT CTH H, Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 2.72m (8.92ft), Average Daily Traffic: 110 (year 2005), Average Future Daily Traffic: 121 (year 2025), Design Load: H 20, Features Intersected: BRANCH RIVER, Facility Carried by Structure: LRD DANMAR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.3m (43.6ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.5m (34.4ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Structure Number: P360068, Location: 0.1M S JCT CTH Q, Route carried "on" structure: City street , Year Built: 1924, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 75 (year 2005), Average Future Daily Traffic: 83 (year 2025), Design Load: HS 20, Features Intersected: BR W TWIN RIVER, Facility Carried by Structure: LRD OLD HWY Q
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 34.0 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: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $96,000, Roadway Improvement Cost: $9,000, Total Project Cost: $144,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Structure Number: P360069, Location: 1.3M N JCT CTH VV, Route carried "on" structure: County highway , Year Built: 1939, Year Reconstructed: 1988, Status: Open, Structure Length: 3.97m (13.02ft), Average Daily Traffic: 1,600 (year 2005), Average Future Daily Traffic: 1,540 (year 2025), Design Load: HS 20, Features Intersected: W TWIN RIVER, Facility Carried by Structure: CTH Q
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), Material/Design: Prestressed concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.1m (62.7ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.1m (26.6ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 48.6 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Structure Number: P360122, Location: 0.4M E JCT CTH R, Route carried "on" structure: City street , Year Built: 1917, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 150 (year 2005), Average Future Daily Traffic: 165 (year 2025), Features Intersected: FRANCIS CREEK, Facility Carried by Structure: LRD MEADOW LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.9m (22.6ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $154,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Structure Number: P360125, Location: 0.7M E JCT CTH R, Route carried "on" structure: City street , Year Built: 1969, Status: Open, Structure Length: 1.64m (5.38ft), Average Daily Traffic: 175 (year 2005), Average Future Daily Traffic: 193 (year 2025), Design Load: H 20, Features Intersected: FRANCIS CREEK, Facility Carried by Structure: LRD PARKWAY LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 53.5 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: Better than 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: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Structure Number: P360126, Location: 2.2M S JCT CTH Q, Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 40 (year 2005), Average Future Daily Traffic: 44 (year 2025), Design Load: H 20, Features Intersected: FRANCIS CREEK, Facility Carried by Structure: LRD FRANCIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 48.6 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Structure Number: P360127, Location: 1.9M S JCT CTH Q, Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 40 (year 2005), Average Future Daily Traffic: 44 (year 2025), Design Load: H 20, Features Intersected: BR FRANCIS CREEK, Facility Carried by Structure: LRD FRANCIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.9m (32.5ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 53.5 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Structure Number: P36014, Location: 0.1M E JCT CTH Q, Route carried "on" structure: City street , Year Built: 1910, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 80 (year 2005), Average Future Daily Traffic: 88 (year 2025), Design Load: HS 20, Features Intersected: BR W TWIN RIVER, Facility Carried by Structure: LRD SHOTO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 6.8m (22.3ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.8 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $10,000, Total Project Cost: $150,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Structure Number: P36092, Location: 1.4M N JCT STH 310, Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 1,025 (year 2005), Average Future Daily Traffic: 1,128 (year 2025), Design Load: H 15, Features Intersected: BR W TWIN RIVER, Facility Carried by Structure: CTH Q
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), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.8m (25.6ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.0m (39.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: B360079, Location: 1.0M N JCT USH 10 TO W (Lat: 44.167878, Lng: -87.731111), Route carried "under" structure: Interstate 43, Year Built: 1977, Structure Length: 7.60m (24.93ft), Average Daily Traffic: 18,500 (year 2005), Truck Traffic: 16%, Features Intersected: IH 43, Facility Carried by Structure: LRD ROCKWOOD 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: 38.9m (127.6ft) Find on map >>
Structure Number: B36008, Location: 2.0M N JCT USH 10 TO W (Lat: 44.182464, Lng: -87.730975), Route carried "under" structure: Interstate 43, Year Built: 1978, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 18,500 (year 2005), Truck Traffic: 16%, Features Intersected: IH 43, Facility Carried by Structure: LRD REIFS MILL 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: 33.1m (108.6ft) Find on map >>
Structure Number: B360081, Location: 3.0M N JCT USH 10 TO W (Lat: 44.197000, Lng: -87.730958), Route carried "under" structure: Interstate 43, Year Built: 1977, Structure Length: 6.96m (22.83ft), Average Daily Traffic: 17,430 (year 2005), Truck Traffic: 17%, Features Intersected: IH 43, Facility Carried by Structure: CTH V HILLCREST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.9m (114.5ft) Find on map >>
Structure Number: B360084, Location: 4.0M N JCT USH 10 TO W (Lat: 44.211278, Lng: -87.746442), Route carried "under" structure: Interstate 43, Year Built: 1977, Structure Length: 11.79m (38.68ft), Average Daily Traffic: 17,430 (year 2005), Truck Traffic: 17%, Features Intersected: IH 43, Facility Carried by Structure: LRD POLIFKA 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: 61.1m (200.5ft) Find on map >>
Structure Number: B360086, Location: 1.7M E JCT CTH T (Lat: 44.225908, Lng: -87.767464), Route carried "under" structure: County highway , Year Built: 1977, Structure Length: 6.56m (21.52ft), Average Daily Traffic: 350 (year 2005), Features Intersected: CTH K, Facility Carried by Structure: IH 43 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: 32.0m (105.0ft) Find on map >>
Structure Number: B360087, Location: 2.0M E JCT CTH H (Lat: 44.225444, Lng: -87.766303), Route carried "under" structure: County highway , Year Built: 1977, Structure Length: 6.56m (21.52ft), Average Daily Traffic: 350 (year 2005), Features Intersected: CTH K, Facility Carried by Structure: IH 43 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: 32.0m (105.0ft) Find on map >>
Structure Number: B360088, Location: 6.3M N JCT USH 10 TO W (Lat: 44.240108, Lng: -87.779700), Route carried "under" structure: Interstate 43, Year Built: 1977, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 18,110 (year 2005), Truck Traffic: 16%, Features Intersected: IH 43, Facility Carried by Structure: LRD FISCHERVILLE R 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: 36.6m (120.1ft) Structure Number: P360123, Location: 0.4M E JCT CTH R, Route carried "under" structure: City street , Year Built: 1911, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 265 (year 2005), Features Intersected: LRD MEADOW LN, Facility Carried by Structure: CNW RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes under structure: 1, Material/Design: Concrete, Design/Construction: Arch - Deck, Length of Maximum Span: 7.0m (23.0ft) Discuss this city on our hugely popular Wisconsin forum Back to: Kossuth, WI, Wisconsin, All US cities.
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