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Bridge Statistics for Medina, Wisconsin (WI) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Medina, WI, Wisconsin, Wisconsin forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 13 Total length: 41 meters (135ft) Total costs: $1,401,000 Total average daily traffic: 89,801 Total average daily truck traffic: 10,414 National Bridge Inventory (NBI) Registered Bridges for Medina
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Find on map >>
Structure Number: B130157, Location: 2.3M N JCT CTH BB (Lat: 43.108378, Lng: -89.101000), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 1,009 (year 2005), Average Future Daily Traffic: 1,110 (year 2026), Design Load: HS 20, Features Intersected: IH 94, Facility Carried by Structure: LRD OAK PARK 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: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 59.9 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: Somewhat better than minimum adequacy, 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: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: B130159, Location: 9.2M W JCT STH 89 TO N (Lat: 43.109233, Lng: -89.083011), Route carried "on" structure: Interstate 94, Year Built: 1963, Status: Open, Structure Length: 3.45m (11.32ft), Average Daily Traffic: 17,420 (year 2006), Truck Traffic: 14%, Average Future Daily Traffic: 37,000 (year 2026), Design Load: HS 20+Mod, Features Intersected: STH 73 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: 14.9m (48.9ft), 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: Poor, Superstructure: Poor, Substructure: Good, Operating Rating: 40.5 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: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $484,000, Roadway Improvement Cost: $48,000, Total Project Cost: $726,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: B130163, Location: 8.1M W JCT STH 89 TO N (Lat: 43.109694, Lng: -89.061369), Route carried "on" structure: Interstate 94, Year Built: 1963, Status: Open, Structure Length: 3.18m (10.43ft), Average Daily Traffic: 16,500 (year 2006), Truck Traffic: 14%, Average Future Daily Traffic: 37,000 (year 2026), Design Load: HS 20+Mod, Features Intersected: LRD MISSOURI 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), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft) Condition: Deck: Poor, Superstructure: Poor, 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: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.63m (11.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $450,000, Roadway Improvement Cost: $45,000, Total Project Cost: $675,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: B130189, Location: 0.2M E JCT STH 73 TO N (Lat: 43.164217, Lng: -89.056633), Route carried "on" structure: State highway 19, Year Built: 1962, Status: Open, Structure Length: 2.52m (8.27ft), Average Daily Traffic: 5,700 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 9,100 (year 2023), Design Load: HS 20, Features Intersected: MAUNESHA RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.4m (47.2ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: B13019, Location: 0.6M E JCT STH 73 TO N (Lat: 43.164031, Lng: -89.050333), Route carried "on" structure: State highway 19, Year Built: 1962, Year Reconstructed: 1996, Status: Open, Structure Length: 4.83m (15.85ft), Average Daily Traffic: 5,700 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 9,100 (year 2023), Design Load: HS 20, Features Intersected: MAUNESHA RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.7m (51.5ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present 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: B130207, Location: 1.7M N JCT STH 19 (Lat: 43.190306, Lng: -89.087972), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 1.88m (6.17ft), Average Daily Traffic: 570 (year 2005), Average Future Daily Traffic: 330 (year 2022), Design Load: H 15, Features Intersected: MAUNESHA RIVER, Facility Carried by Structure: CTH TT 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), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.3m (30.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 25.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: 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: B130345, Location: 1.3M E JCT CTH TT TO N (Lat: 43.173497, Lng: -89.078003), Route carried "on" structure: State highway 19, Year Built: 1981, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 5,500 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 8,390 (year 2023), Design Load: HS 20, Features Intersected: BR MAUNESHA RIVER 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), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Good, Superstructure: Good, 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: 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: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: B130348, Location: 1.5M W JCT STH 73 (Lat: 43.182389, Lng: -89.088417), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 1.85m (6.07ft), Average Daily Traffic: 100 (year 2005), Average Future Daily Traffic: 110 (year 2025), Design Load: H 20, Features Intersected: MAUNESHA RIVER, Facility Carried by Structure: LRD CANAL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: B130373, Location: 1.3M N JCT STH 19 (Lat: 43.182611, Lng: -89.029194), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 1.48m (4.86ft), Average Daily Traffic: 90 (year 2005), Average Future Daily Traffic: 99 (year 2025), Design Load: HS 20, Features Intersected: MAUNESHA RIVER, Facility Carried by Structure: LRD CHERRY LANE 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: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.2m (23.6ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), 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: 53.5 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: 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: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: B130483, Location: 0.7M E JCT STH 73 (Lat: 43.168167, Lng: -89.046889), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 1.85m (6.07ft), Average Daily Traffic: 35 (year 2005), Average Future Daily Traffic: 50 (year 2025), Design Load: HS 20, Features Intersected: MAUNESHA RIVER, Facility Carried by Structure: LRD WATERLOO 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: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.8m (28.9ft), 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 desirable criteria, 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 Find on map >>
Structure Number: B130157, Location: 5.2M E JCT CTH N TO N (Lat: 43.108378, Lng: -89.101000), Route carried "under" structure: Interstate 94, Year Built: 1963, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 33,390 (year 2005), Truck Traffic: 14%, Features Intersected: IH 94, Facility Carried by Structure: LRD OAK PARK RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft) Find on map >>
Structure Number: B130159, Location: 1.9M N JCT CTH BB (Lat: 43.109233, Lng: -89.083011), Route carried "under" structure: State highway 73, Year Built: 1963, Structure Length: 3.45m (11.32ft), Average Daily Traffic: 3,687 (year 2005), Truck Traffic: 4%, Features Intersected: STH 73, Facility Carried by Structure: IH 94 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: 14.9m (48.9ft) Find on map >>
Structure Number: B130163, Location: 4.1M S JCT STH 19 (Lat: 43.109694, Lng: -89.061369), Route carried "under" structure: City street , Year Built: 1963, Structure Length: 3.18m (10.43ft), Average Daily Traffic: 100 (year 2005), Features Intersected: LRD MISSOURI RD, Facility Carried by Structure: IH 94 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: 12.2m (40.0ft) Discuss this city on our hugely popular Wisconsin forum Back to: Medina, WI, Wisconsin, All US cities.
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