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Bridge Statistics for Ithaca, Wisconsin (WI) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Ithaca, WI, Wisconsin, Wisconsin forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 14 Total length: 18 meters (59ft) Total costs: $269,000 Total average daily traffic: 5,054 Total average daily truck traffic: 327 Total future (year 2023) average daily traffic: 7,214 National Bridge Inventory (NBI) Registered Bridges for Ithaca
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Culverts Structure Number: B520062, Location: 0.3M W JCT STH 58, Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 340 (year 2005), Average Future Daily Traffic: 374 (year 2025), Design Load: H 20, Features Intersected: WILLOW CREEK, Facility Carried by Structure: CTH Willow Creek D
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.3m (40.4ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Structure Number: B520078, Location: 0.1M N JCT STH 56, Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 1.76m (5.77ft), Average Daily Traffic: 70 (year 2005), Average Future Daily Traffic: 77 (year 2025), Design Load: HS 20, Features Intersected: WILLOW CREEK, Facility Carried by Structure: LRD N
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 continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, 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: Satisfactory, Superstructure: Very good, Substructure: Very good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum 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 Structure Number: B520081, Location: 0.1M W JCT STH 58, Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 20 (year 2005), Average Future Daily Traffic: 22 (year 2025), Design Load: H 20, Features Intersected: WILLOW CREEK, Facility Carried by Structure: LRD DOG HOLLOW 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), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), 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: 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 desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: 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: Monolithic Concrete Structure Number: B520155, Location: 0.1M W JCT STH 58, Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 20 (year 2005), Average Future Daily Traffic: 25 (year 2025), Design Load: HS 20, Features Intersected: WILLOW CREEK, Facility Carried by Structure: LRD Ben Ben LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Structure Number: B520164, Location: 4.3M E JCT CTH T, Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 410 (year 2005), Truck Traffic: 14%, Average Future Daily Traffic: 500 (year 2025), Design Load: HS 20, Features Intersected: PUMPKIN HOLLOW CREEK, Facility Carried by Structure: CTH N
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), Skew: 3 degrees, Material/Design: Concrete continuous, 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: B520172, Location: 0.2M N JCT CTH N (Lat: 43.347606, Lng: -90.279817), Route carried "on" structure: State highway 58, Year Built: 1996, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 1,340 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 2,120 (year 2023), Design Load: HS 20, Features Intersected: TROUT 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: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.5m (37.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Structure Number: B520188, Location: 1.2M S JCT STH 58, Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 1.61m (5.28ft), Average Daily Traffic: 700 (year 2005), Average Future Daily Traffic: 900 (year 2025), Design Load: HS 20, Features Intersected: BR WILLOW CREEK, Facility Carried by Structure: CTH B
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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Structure Number: B520222, Location: 0.1M E JCT STH 130, Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 40 (year 2005), Average Future Daily Traffic: 80 (year 2025), Design Load: HS 20, Features Intersected: BEAR CREEK, Facility Carried by Structure: LRD MARBLE QUARRY
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), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.0m (39.4ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.8m (25.6ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 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: July 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: B520237, Location: 1.0M N JCT CTH N (Lat: 43.365836, Lng: -90.265683), Route carried "on" structure: State highway 58, Year Built: 2002, Status: Open, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 1,340 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 2,120 (year 2023), Design Load: HS 20, Features Intersected: JACQUISH HOLLOW CR 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: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.0m (32.8ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.4m (37.4ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Structure Number: B520245, Location: 0.1M W JCT STH 56, Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 2.40m (7.87ft), Average Daily Traffic: 17 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 26 (year 2023), Design Load: HS 20, Features Intersected: WILLOW CREEK, Facility Carried by Structure: LRD WIEDENFIELD LA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Structure Number: B520246, Location: 0.1M S JCT CTH N, Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 1.11m (3.64ft), Average Daily Traffic: 17 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 26 (year 2025), Design Load: HS 20, Features Intersected: LITTLE WILLOW CREEK, Facility Carried by Structure: LRD TOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), 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: 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 Structure Number: P520184, Location: 0.1M W JCT CTH N, Route carried "on" structure: City street , Year Built: 1929, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 20 (year 2005), Average Future Daily Traffic: 22 (year 2025), Design Load: H 15, Features Intersected: LITTLE WILLOW CREEK, Facility Carried by Structure: LRD SPIRAL DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Culverts: Poor, Operating Rating: 48.6 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: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.13m (3.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $86,000, Roadway Improvement Cost: $8,000, Total Project Cost: $129,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Structure Number: P520918, Location: 0.2M W JCT CTH NN, Route carried "on" structure: City street , Year Built: 1929, Year Reconstructed: 1976, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 20 (year 2005), Average Future Daily Traffic: 22 (year 2025), Design Load: H 15, Features Intersected: LITTLE WILLOW CREEK, Facility Carried by Structure: LRD MCAVOY HILL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.1m (23.3ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.1m (23.3ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $93,000, Roadway Improvement Cost: $9,000, Total Project Cost: $140,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Structure Number: P520952, Location: 0.3M S JCT STH 58, Route carried "on" structure: County highway , Year Built: 1955, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 700 (year 2005), Average Future Daily Traffic: 900 (year 2025), Design Load: H 15, Features Intersected: BR WILLOW CREEK, Facility Carried by Structure: CTH B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County 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: Satisfactory, 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: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Discuss this city on our hugely popular Wisconsin forum Back to: Ithaca, WI, Wisconsin, All US cities.
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