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Bridge Statistics for Christiana, Wisconsin (WI) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Christiana, WI, Wisconsin, Wisconsin forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 15 Total length: 54 meters (177ft) Total average daily traffic: 137,985 Total average daily truck traffic: 21,004 National Bridge Inventory (NBI) Registered Bridges for Christiana
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Find on map >>
Structure Number: B130148, Location: 4.9M E JCT CTH N TO W (Lat: 42.979175, Lng: -89.121672), Route carried "on" structure: Interstate 90, Year Built: 1961, Year Reconstructed: 1990, Status: Open, Structure Length: 4.76m (15.62ft), Average Daily Traffic: 27,200 (year 2006), Truck Traffic: 17%, Average Future Daily Traffic: 47,822 (year 2023), Design Load: HS 20, Features Intersected: CTH W Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), 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: 55.1 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: 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: B130149, Location: 4.8M W JCT USH 51 TO N (Lat: 42.979364, Lng: -89.121275), Route carried "on" structure: Interstate 90, Year Built: 1961, Year Reconstructed: 1990, Status: Open, Structure Length: 4.76m (15.62ft), Average Daily Traffic: 25,300 (year 2006), Truck Traffic: 15%, Average Future Daily Traffic: 45,300 (year 2026), Design Load: HS 20, Features Intersected: CTH W Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Steel 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: Satisfactory, Substructure: Satisfactory, Operating Rating: 55.1 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: 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: 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: B130164, Location: 5.8M E JCT CTH N TO W (Lat: 42.967056, Lng: -89.106147), Route carried "on" structure: Interstate 90, Year Built: 1961, Status: Open, Structure Length: 4.62m (15.16ft), Average Daily Traffic: 18,100 (year 2006), Truck Traffic: 17%, Average Future Daily Traffic: 47,822 (year 2023), Design Load: HS 20+Mod, Features Intersected: CTH B Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Steel 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: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: B130165, Location: 3.7M W JCT USH 51 TO N (Lat: 42.966758, Lng: -89.105106), Route carried "on" structure: Interstate 90, Year Built: 1961, Status: Open, Structure Length: 4.62m (15.16ft), Average Daily Traffic: 16,500 (year 2006), Truck Traffic: 15%, Average Future Daily Traffic: 45,300 (year 2026), Design Load: HS 20+Mod, Features Intersected: CTH B Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Steel 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: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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, 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: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: B130168, Location: 7.0M E JCT CTH N TO W (Lat: 42.952469, Lng: -89.097911), Route carried "on" structure: Interstate 90, Year Built: 1961, Status: Open, Structure Length: 3.42m (11.22ft), Average Daily Traffic: 18,100 (year 2006), Truck Traffic: 17%, Average Future Daily Traffic: 47,822 (year 2023), Design Load: HS 20+Mod, Features Intersected: LRD CHURCH RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: B130169, Location: 2.6M W JCT USH 51 TO N (Lat: 42.952164, Lng: -89.097067), Route carried "on" structure: Interstate 90, Year Built: 1961, Status: Open, Structure Length: 3.42m (11.22ft), Average Daily Traffic: 16,500 (year 2006), Truck Traffic: 15%, Average Future Daily Traffic: 45,300 (year 2026), Design Load: HS 20+Mod, Features Intersected: LRD CHURCH RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present 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: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: B130357, Location: 2.5M E JCT STH 73 (Lat: 42.951333, Lng: -89.027000), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 2.11m (6.92ft), Average Daily Traffic: 105 (year 2005), Average Future Daily Traffic: 116 (year 2025), Design Load: H 20, Features Intersected: KOSHKONONG CREEK, Facility Carried by Structure: LRD HOOPEN RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: B130358, Location: 0.3M E JCT STH 73 TO S (Lat: 43.021203, Lng: -89.067944), Route carried "on" structure: US 12, Year Built: 1988, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 11,500 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 10,700 (year 2025), Design Load: HS 20, Features Intersected: MUD CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, 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: Equal to present desirable 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 Find on map >>
Structure Number: B130359, Location: 1.2M N JCT CTH PQ (Lat: 43.018967, Lng: -89.071617), Route carried "on" structure: State highway 73, Year Built: 1988, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,700 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 3,540 (year 2023), Design Load: HS 20, Features Intersected: MUD CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft) 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: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: B130148, Location: 0.9M N JCT CTH B (Lat: 42.979175, Lng: -89.121672), Route carried "under" structure: County highway , Year Built: 1961, Structure Length: 4.76m (15.62ft), Average Daily Traffic: 340 (year 2005), Features Intersected: CTH W, Facility Carried by Structure: IH 90 EB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.7m (58.1ft) Find on map >>
Structure Number: B130149, Location: 0.9M N JCT CTH B (Lat: 42.979364, Lng: -89.121275), Route carried "under" structure: County highway , Year Built: 1961, Structure Length: 4.76m (15.62ft), Average Daily Traffic: 340 (year 2005), Features Intersected: CTH W, Facility Carried by Structure: IH 90 WB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.7m (58.1ft) Find on map >>
Structure Number: B130164, Location: 1.6M W JCT STH 73 (Lat: 42.967056, Lng: -89.106147), Route carried "under" structure: County highway , Year Built: 1961, Structure Length: 4.62m (15.16ft), Average Daily Traffic: 550 (year 2005), Features Intersected: CTH B, Facility Carried by Structure: IH 90 EB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.7m (58.1ft) Find on map >>
Structure Number: B130165, Location: 1.6M W JCT STH 73 (Lat: 42.966758, Lng: -89.105106), Route carried "under" structure: County highway , Year Built: 1961, Structure Length: 4.62m (15.16ft), Average Daily Traffic: 550 (year 2005), Features Intersected: CTH B, Facility Carried by Structure: IH 90 WB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.7m (58.1ft) Find on map >>
Structure Number: B130168, Location: 1.2M W JCT STH 73 (Lat: 42.952469, Lng: -89.097911), Route carried "under" structure: City street , Year Built: 1961, Structure Length: 3.42m (11.22ft), Average Daily Traffic: 100 (year 2005), Features Intersected: LRD CHURCH RD, Facility Carried by Structure: IH 90 EB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 13.1m (43.0ft) Find on map >>
Structure Number: B130169, Location: 1.2M W JCT STH 73 (Lat: 42.952164, Lng: -89.097067), Route carried "under" structure: City street , Year Built: 1961, Structure Length: 3.42m (11.22ft), Average Daily Traffic: 100 (year 2005), Features Intersected: LRD CHURCH RD, Facility Carried by Structure: IH 90 WB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 13.1m (43.0ft) Discuss this city on our hugely popular Wisconsin forum Back to: Christiana, WI, Wisconsin, All US cities.
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