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Bridge Statistics for Springdale, Wisconsin (WI) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Springdale, WI, Wisconsin, Wisconsin forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 20 Total length: 92 meters (302ft) Total average daily traffic: 115,744 Total average daily truck traffic: 8,577 National Bridge Inventory (NBI) Registered Bridges for Springdale
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Find on map >>
Structure Number: B130028, Location: 0.2M S JCT STH 92 (Lat: 42.946056, Lng: -89.657333), Route carried "on" structure: County highway , Year Built: 1950, Status: Open, Structure Length: 2.08m (6.82ft), Average Daily Traffic: 1,740 (year 2005), Average Future Daily Traffic: 561 (year 2025), Design Load: H 15, Features Intersected: MT VERNON CREEK, Facility Carried by Structure: CTH G 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: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.6m (31.5ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: B130051, Location: 2.9M E JCT CTH P (Lat: 42.988056, Lng: -89.627328), Route carried "on" structure: US 18, Year Built: 1955, Year Reconstructed: 1991, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 9,300 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 11,640 (year 2023), Design Load: H 20, Features Intersected: CTH J 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: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 2007, 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: B130109, Location: 1.0M N JCT CTH PD (Lat: 43.024972, Lng: -89.621611), Route carried "on" structure: County highway , Year Built: 1958, Status: Open, Structure Length: 3.12m (10.24ft), Average Daily Traffic: 430 (year 2005), Average Future Daily Traffic: 165 (year 2022), Design Load: H 15, Features Intersected: SUGAR RIVER, Facility Carried by Structure: CTH J Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.9m (32.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 34.0 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: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: B130301, Location: 1.5M W JCT CTH P (Lat: 42.997708, Lng: -89.719647), Route carried "on" structure: US 18, Year Built: 1984, Status: Open, Structure Length: 4.03m (13.22ft), Average Daily Traffic: 8,700 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 22,820 (year 2023), Design Load: HS 20, Features Intersected: STH 92 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: 17.7m (58.1ft), 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: Good, Superstructure: Good, Substructure: Good, Operating Rating: 53.5 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: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: B130302, Location: 0.8M E JCT CTH JG (Lat: 42.997256, Lng: -89.719944), Route carried "on" structure: US 18, Year Built: 1988, Status: Open, Structure Length: 4.55m (14.93ft), Average Daily Traffic: 8,600 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 22,820 (year 2023), Design Load: HS 20, Features Intersected: STH 92 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: 17.7m (58.1ft), 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: Good, Superstructure: Good, Substructure: Good, Operating Rating: 43.7 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: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: B130303, Location: AT JCT USH 18-USH 151 (Lat: 43.004708, Lng: -89.702814), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 2,630 (year 2006), Average Future Daily Traffic: 9,900 (year 2026), Design Load: HS 20, Features Intersected: USH 18-USH 151, Facility Carried by Structure: CTH ID Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 0.5m (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: Satisfactory, 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: 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: July 2007, 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: B130377, Location: 3.5M N JCT STH 92 (Lat: 43.004822, Lng: -89.691506), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 6.15m (20.18ft), Average Daily Traffic: 290 (year 2005), Average Future Daily Traffic: 290 (year 2026), Design Load: HS 20, Features Intersected: USH 18-USH 151, Facility Carried by Structure: LRD TOWN HALL ROAD 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: 7.9m (25.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 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: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, 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: B130378, Location: 0.3M S JCT HALLS RD (Lat: 43.003725, Lng: -89.680822), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 6.03m (19.78ft), Average Daily Traffic: 140 (year 2005), Average Future Daily Traffic: 140 (year 2025), Design Load: HS 20, Features Intersected: USH 18-USH 151, Facility Carried by Structure: LRD LUNDE LANE 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: 7.9m (25.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 68.0 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: 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: May 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: B130379, Location: 2.4M W JCT CTH J TO S (Lat: 42.999356, Lng: -89.668469), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 2,500 (year 2005), Average Future Daily Traffic: 3,430 (year 2026), Design Load: HS 20, Features Intersected: USH 18-USH 151, Facility Carried by Structure: CTH PD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.9m (114.5ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: August 2007, 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: B13038, Location: 2.7M W JCT CTH G TO S (Lat: 42.988386, Lng: -89.626839), Route carried "on" structure: US 18, Year Built: 1991, Status: Open, Structure Length: 4.16m (13.65ft), Average Daily Traffic: 9,200 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 11,099 (year 2023), Design Load: HS 20, Features Intersected: CTH J 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: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 69.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: B130567, Location: AT BR. SUGAR RIVER (Lat: 42.972639, Lng: -89.604139), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 100 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 150 (year 2023), Design Load: HS 20, Features Intersected: BR SUGAR R, Facility Carried by Structure: LRD SPRING ROSE RD 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: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 68.0 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 desirable criteria, Deck Geometry: 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: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: B130568, Location: 0.7M E JCT OF CTH J (Lat: 43.016861, Lng: -89.610000), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 1.42m (4.66ft), Average Daily Traffic: 100 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 150 (year 2023), Design Load: HS 20, Features Intersected: SUGAR RIVER, Facility Carried by Structure: LRD PAULSON RD 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: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 63.2 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: 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: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: B130051, Location: 1.6M N JCT CTH G (Lat: 42.988056, Lng: -89.627328), Route carried "under" structure: County highway , Year Built: 1955, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 125 (year 2005), Features Intersected: CTH J, Facility Carried by Structure: USH 18 EB-USH 151 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft) Find on map >>
Structure Number: B130301, Location: 1.5M E JCT STH 78 (Lat: 42.997708, Lng: -89.719647), Route carried "under" structure: State highway 92, Year Built: 1984, Structure Length: 4.03m (13.22ft), Average Daily Traffic: 2,100 (year 2005), Truck Traffic: 7%, Features Intersected: STH 92, Facility Carried by Structure: USH 18 WB-USH 151 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: 17.7m (58.1ft) Find on map >>
Structure Number: B130302, Location: 1.5M E JCT STH 78 (Lat: 42.997256, Lng: -89.719944), Route carried "under" structure: State highway 92, Year Built: 1988, Structure Length: 4.55m (14.93ft), Average Daily Traffic: 2,100 (year 2005), Truck Traffic: 7%, Features Intersected: STH 92, Facility Carried by Structure: USH 18 EB-USH 151 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: 17.7m (58.1ft) Find on map >>
Structure Number: B130303, Location: 0.9M E JCT STH 92 (Lat: 43.004708, Lng: -89.702814), Route carried "under" structure: US 18, Year Built: 1984, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 16,780 (year 2005), Truck Traffic: 8%, Features Intersected: USH 18-USH 151, Facility Carried by Structure: CTH ID 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: B130377, Location: 1.6M E JCT STH 92 (Lat: 43.004822, Lng: -89.691506), Route carried "under" structure: US 18, Year Built: 1991, Structure Length: 6.15m (20.18ft), Average Daily Traffic: 16,780 (year 2005), Truck Traffic: 8%, Features Intersected: USH 18-USH 151, Facility Carried by Structure: LRD TOWN HALL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.7m (104.0ft) Find on map >>
Structure Number: B130378, Location: 2.1M E JCT STH 92 (Lat: 43.003725, Lng: -89.680822), Route carried "under" structure: US 18, Year Built: 1991, Structure Length: 6.03m (19.78ft), Average Daily Traffic: 16,780 (year 2005), Truck Traffic: 8%, Features Intersected: USH 18-USH 151, Facility Carried by Structure: LRD LUNDE LANE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.1m (102.0ft) Find on map >>
Structure Number: B130379, Location: 0.4M E JCT CTH P TO N (Lat: 42.999356, Lng: -89.668469), Route carried "under" structure: US 18, Year Built: 1991, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 17,289 (year 2005), Truck Traffic: 8%, Features Intersected: USH 18-USH 151, Facility Carried by Structure: CTH PD 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: 34.9m (114.5ft) Find on map >>
Structure Number: B13038, Location: 1.7M N JCT CTH G (Lat: 42.988386, Lng: -89.626839), Route carried "under" structure: County highway , Year Built: 1991, Structure Length: 4.16m (13.65ft), Average Daily Traffic: 60 (year 2005), Features Intersected: CTH J, Facility Carried by Structure: USH 18 WB-USH 151 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft) Discuss this city on our hugely popular Wisconsin forum Back to: Springdale, WI, Wisconsin, All US cities.
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