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Bridge Statistics for Bellevue, Wisconsin (WI) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Bellevue, WI, Wisconsin, Wisconsin forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 53 Total length: 248 meters (814ft) Total costs: $522,000 Total average daily traffic: 745,049 Total average daily truck traffic: 39,985 National Bridge Inventory (NBI) Registered Bridges for Bellevue
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Culverts Structure Number: B050005, Location: 1.2M S JCT CTH GV, Route carried "on" structure: County highway , Year Built: 1949, Status: Open, Structure Length: 1.56m (5.12ft), Average Daily Traffic: 3,300 (year 2005), Average Future Daily Traffic: 1,760 (year 2026), Design Load: H 15, Features Intersected: BOWER CREEK, 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: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 45.4 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $214,000, Roadway Improvement Cost: $21,000, Total Project Cost: $322,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Structure Number: B050054, Location: 0.8M S JCT CTH GV, Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 1.11m (3.64ft), Average Daily Traffic: 3,300 (year 2005), Average Future Daily Traffic: 1,760 (year 2026), Design Load: H 20, Features Intersected: SORENSONS CREEK, 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: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.5m (34.4ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Very good, Operating Rating: 66.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: B050177, Location: 1.0M W JCT CTH GV (Lat: 44.460722, Lng: -88.005597), Route carried "on" structure: State highway 172, Year Built: 1984, Status: Open, Structure Length: 4.26m (13.98ft), Average Daily Traffic: 20,530 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 33,734 (year 2023), Design Load: HS 20, Features Intersected: CTH XX BELLVUE 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), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), 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: Good, Superstructure: Very good, Substructure: 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: 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: April 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: B050178, Location: 1.9M E JCT STH 57 (Lat: 44.460569, Lng: -88.006239), Route carried "on" structure: State highway 172, Year Built: 1984, Status: Open, Structure Length: 4.26m (13.98ft), Average Daily Traffic: 24,280 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 39,895 (year 2023), Design Load: HS 20, Features Intersected: CTH XX BELLVUE 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), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), 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: Good, Superstructure: Very good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Superior 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 Find on map >>
Structure Number: B050179, Location: 0.5M W JCT CTH V (Lat: 44.455681, Lng: -87.992239), Route carried "on" structure: State highway 172, Year Built: 1984, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 28,550 (year 2005), Truck Traffic: 12%, Average Future Daily Traffic: 47,100 (year 2025), Design Load: HS 20, Features Intersected: CTH GV MONROE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.6m (84.0ft), 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: 50.2 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: April 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: B05018, Location: 2.9M E JCT STH 57 (Lat: 44.455589, Lng: -87.993072), Route carried "on" structure: State highway 172, Year Built: 1984, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 28,550 (year 2005), Truck Traffic: 12%, Average Future Daily Traffic: 47,100 (year 2025), Design Load: HS 20, Features Intersected: CTH GV MONROE 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), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), 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: 50.2 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: Somewhat better than minimum adequacy, 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 Find on map >>
Structure Number: B050181, Location: 1.2M W JCT IH 43 TO S (Lat: 44.453389, Lng: -87.980669), Route carried "on" structure: State highway 172, Year Built: 1984, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 28,550 (year 2005), Truck Traffic: 12%, Average Future Daily Traffic: 47,100 (year 2025), Design Load: HS 20, Features Intersected: CTH V 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: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.2m (53.1ft) 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: 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: Meets minimum limits, 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 Find on map >>
Structure Number: B050182, Location: 0.5M E JCT CTH GV (Lat: 44.453000, Lng: -87.981119), Route carried "on" structure: State highway 172, Year Built: 1984, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 28,550 (year 2005), Truck Traffic: 12%, Average Future Daily Traffic: 47,100 (year 2025), Design Load: HS 20, Features Intersected: CTH V 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: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), 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: Good, Superstructure: Very good, Substructure: 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: 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: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Structure Number: B050183, Location: 0.1M E JCT CTH V, Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 1,300 (year 2005), Average Future Daily Traffic: 1,430 (year 2025), Design Load: H 20, Features Intersected: BIG CREEK, Facility Carried by Structure: LRD DALY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft) Condition: Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable 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 Find on map >>
Structure Number: B050184, Location: 0.1M E JCT CTH V (Lat: 44.452833, Lng: -87.979708), Route carried "on" structure: State highway 172, Year Built: 1979, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 28,550 (year 2005), Truck Traffic: 12%, Average Future Daily Traffic: 47,100 (year 2025), Design Load: HS 20, Features Intersected: BIG CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft) 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: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: B050185, Location: 0.9M W JCT IH 43 TO N (Lat: 44.453181, Lng: -87.967117), Route carried "on" structure: State highway 172, Year Built: 1980, Status: Open, Structure Length: 10.05m (32.97ft), Average Daily Traffic: 28,550 (year 2005), Truck Traffic: 12%, Average Future Daily Traffic: 47,100 (year 2025), Design Load: HS 20, Features Intersected: STH RAMP STH 172 EB-IH 4 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: 3, Length of Maximum Span: 55.2m (181.1ft), 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, Inventory Rating: 48.6 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: Better than present minimum 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 Find on map >>
Structure Number: B050186, Location: 2.7M N JCT USH 141 TO N (Lat: 44.448333, Lng: -87.960000), Route carried "on" structure: Interstate 43, Year Built: 1980, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 19,500 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 46,660 (year 2027), Design Load: HS 20+Mod, Features Intersected: LRD KLONDIKE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 80.0m (262.5ft), Out-to-Out Width: 86.3m (283.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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 minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: B05019, Location: 0.5M W JCT IH 43 TO N (Lat: 44.452822, Lng: -87.960550), Route carried "on" structure: State highway 172, Year Built: 1980, Status: Open, Structure Length: 12.87m (42.22ft), Average Daily Traffic: 28,550 (year 2005), Truck Traffic: 12%, Average Future Daily Traffic: 47,100 (year 2025), Design Load: HS 20, Features Intersected: IH 43 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: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 51.4m (168.6ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.9 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 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: Bituminous Find on map >>
Structure Number: B050191, Location: 0.8M E JCT CTH V (Lat: 44.456972, Lng: -87.964792), Route carried "on" structure: Ramp Interstate , Year Built: 1979, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 25,580 (year 2005), Truck Traffic: 15%, Average Future Daily Traffic: 36,220 (year 2023), Design Load: HS 20, Features Intersected: BOWER CREEK, Facility Carried by Structure: IH RAMP IH 43 SB-S Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft) Condition: Culverts: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior 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 Find on map >>
Structure Number: B050192, Location: 2.9M N JCT USH 141 TO N (Lat: 44.455228, Lng: -87.962214), Route carried "on" structure: Interstate 43, Year Built: 1980, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 21,100 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 46,660 (year 2027), Design Load: HS 20+Mod, Features Intersected: BOWER CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft) Condition: Culverts: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: B050193, Location: 1.8M E JCT CTH GV (Lat: 44.455731, Lng: -87.963200), Route carried "on" structure: Ramp State highway , Year Built: 1981, Status: Open, Structure Length: 13.16m (43.18ft), Average Daily Traffic: 31,710 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 46,660 (year 2023), Design Load: HS 20, Features Intersected: IH 43, Facility Carried by Structure: STH RAMP STH 172 E 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: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 55.5m (182.1ft), 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: 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: 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: Bituminous Find on map >>
Structure Number: B050194, Location: 1.2M E JCT CTH V (Lat: 44.460214, Lng: -87.962064), Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 13.53m (44.39ft), Average Daily Traffic: 4,400 (year 2006), Average Future Daily Traffic: 4,500 (year 2026), Design Load: H 20, Features Intersected: IH 43, Facility Carried by Structure: LRD TOWN HALL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 39.6m (129.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.3m (43.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: B050195, Location: 3.4M N JCT USH 141 TO N (Lat: 44.476667, Lng: -87.958333), Route carried "on" structure: Interstate 43, Year Built: 1979, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 19,500 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 55,630 (year 2027), Design Load: HS 20, Features Intersected: SORENSONS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 3 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: B050196, Location: 2.6M N JCT STH 29 TO E (Lat: 44.464472, Lng: -87.956583), Route carried "on" structure: US 141, Year Built: 1980, Status: Open, Structure Length: 7.84m (25.72ft), Average Daily Traffic: 8,930 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 11,880 (year 2023), Design Load: HS 20, Features Intersected: IH 43 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: 13.4m (44.0ft), Skew: 1 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 or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: B050198, Location: 1.4M E JCT STH 29 (Lat: 44.467847, Lng: -87.952572), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 9.36m (30.71ft), Average Daily Traffic: 13,400 (year 2006), Average Future Daily Traffic: 13,440 (year 2026), Design Load: HS 20, Features Intersected: IH 43, Facility Carried by Structure: CTH JJ Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 47.9m (157.2ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 24.5m (80.4ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 76.1 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 minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: B050201, Location: 0.6M E JCT CTH JJ (Lat: 44.473294, Lng: -87.946117), Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 8.78m (28.81ft), Average Daily Traffic: 300 (year 2005), Average Future Daily Traffic: 330 (year 2027), Design Load: HS 20, Features Intersected: IH 43, Facility Carried by Structure: LRD GREENBRIER 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: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.1m (141.4ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.7m (58.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: B050246, Location: 5.6M N JCT STH 96 TO E (Lat: 44.414697, Lng: -87.895308), Route carried "on" structure: Interstate 43, Year Built: 1980, Status: Open, Structure Length: 4.31m (14.14ft), Average Daily Traffic: 17,545 (year 2005), Truck Traffic: 22%, Average Future Daily Traffic: 22,400 (year 2027), Design Load: HS 20+Mod, Features Intersected: LRD PINE GROVE 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: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), 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: Satisfactory, Operating Rating: 45.4 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 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: January 2008, 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: B050249, Location: 0.7M N JCT USH 141 (S) (Lat: 44.599025, Lng: -88.236881), Route carried "on" structure: Interstate 43, Year Built: 1980, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 21,100 (year 2006), Truck Traffic: 16%, Average Future Daily Traffic: 32,190 (year 2027), Design Load: HS 20+Mod, Features Intersected: BIG CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), 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: Good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Structure Number: B05025, Location: 0.1M W JCT IH 43, Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 8,000 (year 2005), Average Future Daily Traffic: 8,001 (year 2025), Design Load: HS 20, Features Intersected: BR BOWER CREEK, Facility Carried by Structure: LRD ALLOVEZ AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 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: Very 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: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable 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 Structure Number: B050288, Location: 0.5M W JCT STH 29, Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 380 (year 2005), Truck Traffic: 7%, Average Future Daily Traffic: 830 (year 2025), Design Load: HS 20, Features Intersected: SORENSONS CREEK, Facility Carried by Structure: LRD KLONDIKE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 59.9 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: Superior 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: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Structure Number: B050289, Location: 0.6M E JCT STH 29, Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 15 (year 2005), Average Future Daily Traffic: 25 (year 2025), Design Load: HS 20, Features Intersected: SORENSONS CREEK, Facility Carried by Structure: LRD BIG CREEK RD
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), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Culverts: Very 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: Equal 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: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Structure Number: B050298, Location: 0.1M E JCT CTH V, Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 1,000 (year 2005), Average Future Daily Traffic: 10 (year 2025), Design Load: HS 20, Features Intersected: BR BOWER CREEK, Facility Carried by Structure: LRD TOWN HALL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.0m (26.2ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.9m (48.9ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very 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: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Structure Number: B050355, Location: 0.2M East of CTH XX, Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 10,500 (year 2005), Average Future Daily Traffic: 10,600 (year 2023), Design Load: HS 20, Features Intersected: Willow Creek, Facility Carried by Structure: CTH O (Allouez Ave
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft) Condition: Culverts: Excellent, Operating Rating: 32.4 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Structure Number: B050368, Location: 0.7M E OF CTH V, Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 2.33m (7.64ft), Average Daily Traffic: 2,020 (year 2005), Average Future Daily Traffic: 8,000 (year 2023), Design Load: HS 20, Features Intersected: WILLOW CREEK, Facility Carried by Structure: LRD CTH JJ / VEVLI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.7m (22.0ft) Condition: Culverts: Excellent, Operating Rating: 34.0 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Deck Structure Type: Aluminum, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Internally Sealed Structure Number: B050369, Location: 0.3M N JCT CTH O, Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 12,200 (year 2005), Average Future Daily Traffic: 18,000 (year 2023), Design Load: HS 20, Features Intersected: Willow Creek, Facility Carried by Structure: CTH V
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft) Condition: Culverts: Excellent, Operating Rating: 34.0 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Structure Number: B050371, Location: 0.2M North of CTH JJ, Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 10,400 (year 2005), Average Future Daily Traffic: 10,400 (year 2025), Design Load: HS 20, Features Intersected: Trib-Willow Creek, Facility Carried by Structure: CTH V - Limekiln R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 15.8m (51.8ft) Condition: Culverts: Excellent, Operating Rating: 32.4 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior 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 Find on map >>
Structure Number: B050717, Location: 1.9M N JCT STH 29 (S) (Lat: 44.459722, Lng: -87.951836), Route carried "on" structure: US 141, Year Built: 1948, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 10,740 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 17,500 (year 2025), Design Load: H 20, Features Intersected: BR SORENSONS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft) Condition: Culverts: Satisfactory, Operating Rating: 32.4 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: August 2006, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Structure Number: P050103, Location: 0.3M S JCT CTH V, Route carried "on" structure: City street , Year Built: 1957, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 175 (year 2005), Average Future Daily Traffic: 193 (year 2025), Design Load: H 15, Features Intersected: BOWER CREEK, Facility Carried by Structure: LRD BOWER CREEK RD
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), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Operating Rating: 29.2 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: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $133,000, Roadway Improvement Cost: $13,000, Total Project Cost: $200,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Structure Number: P050105, Location: 1.1M S JCT CTH V, Route carried "on" structure: County highway , Year Built: 1970, Year Reconstructed: 2003, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 9,400 (year 2005), Average Future Daily Traffic: 25,000 (year 2023), Design Load: HS 20, Features Intersected: BR EAST RIVER, Facility Carried by Structure: CTH GV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 25.8m (84.6ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: 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 Structure Number: P05093, Location: 1.6M S JCT CTH V, Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 9,400 (year 2005), Average Future Daily Traffic: 10,120 (year 2026), Design Load: H 20, Features Intersected: BR BOWER CREEK, Facility Carried by Structure: CTH GV
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: 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: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Structure Number: P050941, Location: 0.8M S JCT CTH V, Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 175 (year 2005), Average Future Daily Traffic: 193 (year 2025), Design Load: H 15, Features Intersected: BR BOWER CREEK, Facility Carried by Structure: LRD BOWER CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft) Condition: Culverts: Very good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: B050177, Location: 2.0M N JCT CTH X (Lat: 44.460722, Lng: -88.005597), Route carried "under" structure: County highway , Year Built: 1984, Structure Length: 4.26m (13.98ft), Average Daily Traffic: 3,260 (year 2005), Features Intersected: CTH XX BELLVUE RD, Facility Carried by Structure: STH 172 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: 20.1m (65.9ft) Find on map >>
Structure Number: B050178, Location: 2.0M N JCT CTH X (Lat: 44.460569, Lng: -88.006239), Route carried "under" structure: County highway , Year Built: 1984, Structure Length: 4.26m (13.98ft), Average Daily Traffic: 3,260 (year 2005), Features Intersected: CTH XX BELLVUE RD, Facility Carried by Structure: STH 172 EB 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: 20.1m (65.9ft) Find on map >>
Structure Number: B050179, Location: 0.6M S JCT CTH V (Lat: 44.455681, Lng: -87.992239), Route carried "under" structure: County highway , Year Built: 1984, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 1,780 (year 2005), Features Intersected: CTH GV MONROE RD, Facility Carried by Structure: STH 172 WB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.6m (84.0ft) Find on map >>
Structure Number: B05018, Location: 0.6M S JCT CTH V (Lat: 44.455589, Lng: -87.993072), Route carried "under" structure: County highway , Year Built: 1984, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 1,780 (year 2005), Features Intersected: CTH GV MONROE RD, Facility Carried by Structure: STH 172 EB 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: 25.6m (84.0ft) Find on map >>
Structure Number: B050181, Location: 0.5M S JCT CTH GV (Lat: 44.453389, Lng: -87.980669), Route carried "under" structure: County highway , Year Built: 1984, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 1,660 (year 2005), Features Intersected: CTH V, Facility Carried by Structure: STH 172 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: 20.4m (66.9ft) Find on map >>
Structure Number: B050182, Location: 0.5M S JCT CTH GV (Lat: 44.453000, Lng: -87.981119), Route carried "under" structure: County highway , Year Built: 1984, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 1,660 (year 2005), Features Intersected: CTH V, Facility Carried by Structure: STH 172 EB 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: 20.4m (66.9ft) Find on map >>
Structure Number: B050185, Location: AT STH 172 (Lat: 44.453181, Lng: -87.967117), Route carried "under" structure: Ramp State highway , Year Built: 1980, Structure Length: 10.05m (32.97ft), Average Daily Traffic: 31,710 (year 2005), Truck Traffic: 1%, Features Intersected: STH RAMP STH 172 EB-IH 4, Facility Carried by Structure: STH 172 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: 55.2m (181.1ft) Find on map >>
Structure Number: B050186, Location: 1.0M E JCT CTH V (Lat: 44.448333, Lng: -87.960000), Route carried "under" structure: City street , Year Built: 1980, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 99 (year 2005), Features Intersected: LRD KLONDIKE RD, Facility Carried by Structure: IH 43 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Frame, Length of Maximum Span: 11.9m (39.0ft) Find on map >>
Structure Number: B05019, Location: 2.8M N JCT USH 141 TO N (Lat: 44.452822, Lng: -87.960550), Route carried "under" structure: Interstate 43, Year Built: 1980, Structure Length: 12.87m (42.22ft), Average Daily Traffic: 31,710 (year 2005), Truck Traffic: 1%, Features Intersected: IH 43, Facility Carried by Structure: STH 172 WB 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: 51.4m (168.6ft) Find on map >>
Structure Number: B050193, Location: 3.1M N JCT USH 141 TO N (Lat: 44.455731, Lng: -87.963200), Route carried "under" structure: Interstate 43, Year Built: 1981, Structure Length: 13.16m (43.18ft), Average Daily Traffic: 31,710 (year 2005), Truck Traffic: 1%, Features Intersected: IH 43, Facility Carried by Structure: STH RAMP STH 172 E 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: 55.5m (182.1ft) Find on map >>
Structure Number: B050194, Location: 3.3M N JCT USH 141 TO N (Lat: 44.460214, Lng: -87.962064), Route carried "under" structure: Interstate 43, Year Built: 1981, Structure Length: 13.53m (44.39ft), Average Daily Traffic: 19,500 (year 2006), Truck Traffic: 1%, Features Intersected: IH 43, Facility Carried by Structure: LRD TOWN HALL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft) Find on map >>
Structure Number: B050196, Location: 3.6M N JCT USH 141 TO N (Lat: 44.464472, Lng: -87.956583), Route carried "under" structure: Interstate 43, Year Built: 1980, Structure Length: 7.84m (25.72ft), Average Daily Traffic: 32,420 (year 2005), Truck Traffic: 1%, Features Intersected: IH 43, Facility Carried by Structure: USH 141-STH 29 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: 38.6m (126.6ft) Find on map >>
Structure Number: B050197, Location: 3.6M N JCT USH 141 TO N (Lat: 44.464781, Lng: -87.956161), Route carried "under" structure: Interstate 43, Year Built: 1981, Structure Length: 7.21m (23.65ft), Average Daily Traffic: 32,420 (year 2005), Truck Traffic: 1%, Features Intersected: IH 43, Facility Carried by Structure: CNW RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 34.7m (113.8ft) Find on map >>
Structure Number: B050198, Location: 4.0M N JCT USH 141 TO N (Lat: 44.467847, Lng: -87.952572), Route carried "under" structure: Interstate 43, Year Built: 1981, Structure Length: 9.36m (30.71ft), Average Daily Traffic: 19,450 (year 2006), Truck Traffic: 1%, Features Intersected: IH 43, Facility Carried by Structure: CTH JJ Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 7, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 47.9m (157.2ft) Structure Number: B050199, Location: 0.1M E JCT STH 29, Route carried "under" structure: County highway , Year Built: 1981, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 1,300 (year 2005), Features Intersected: CTH JJ, Facility Carried by Structure: CNW RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 26.2m (86.0ft) Find on map >>
Structure Number: B050201, Location: 4.5M N JCT USH 141 TO N (Lat: 44.473294, Lng: -87.946117), Route carried "under" structure: Interstate 43, Year Built: 1981, Structure Length: 8.78m (28.81ft), Average Daily Traffic: 21,100 (year 2006), Truck Traffic: 1%, Features Intersected: IH 43, Facility Carried by Structure: LRD GREENBRIER 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: 43.1m (141.4ft) Find on map >>
Structure Number: B050246, Location: 0.4M W JCT CTH NN (Lat: 44.414697, Lng: -87.895308), Route carried "under" structure: City street , Year Built: 1980, Structure Length: 4.31m (14.14ft), Average Daily Traffic: 200 (year 2005), Features Intersected: LRD PINE GROVE RD, 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: 19.8m (65.0ft) Discuss this city on our hugely popular Wisconsin forum Back to: Bellevue, WI, Wisconsin, All US cities.
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