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Bridge Statistics for Hartland, Wisconsin (WI) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Hartland, WI, Wisconsin, Wisconsin forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 14 Total length: 49 meters (161ft) Total average daily traffic: 164,590 Total average daily truck traffic: 2,403 National Bridge Inventory (NBI) Registered Bridges for Hartland
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Culverts Find on map >>
Structure Number: B670168, Location: 3.5M N JCT IH 94 TO E (Lat: 43.103333, Lng: -88.361667), Route carried "on" structure: State highway 83, Year Built: 1976, Status: Open, Structure Length: 7.23m (23.72ft), Average Daily Traffic: 15,500 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 26,000 (year 2023), Design Load: HS 20, Features Intersected: LRD OLD CAPITOL DR 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: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.5m (116.5ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 82.6 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: 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 Find on map >>
Structure Number: B670169, Location: 4.1M W JCT CTH KF TO S (Lat: 43.110000, Lng: -88.345000), Route carried "on" structure: State highway 16, Year Built: 1976, Status: Open, Structure Length: 3.61m (11.84ft), Average Daily Traffic: 16,450 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 22,430 (year 2023), Design Load: HS 20, Features Intersected: CTH E NORTH AVE 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: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.7m (113.8ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Inventory Rating: 42.1 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: Meets minimum limits, 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: B67017, Location: 1.3M E JCT STH 83 TO N (Lat: 43.110000, Lng: -88.345000), Route carried "on" structure: State highway 16, Year Built: 1976, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 32,900 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 44,860 (year 2023), Design Load: HS 20, Features Intersected: CTH E NORTH AVE 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: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.4m (119.4ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 42.1 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: Meets minimum limits, 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: B670171, Location: 1.4M E JCT STH 83 TO N (Lat: 43.110000, Lng: -88.343333), Route carried "on" structure: State highway 16, Year Built: 1951, Year Reconstructed: 1973, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 32,900 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 44,860 (year 2023), Design Load: HS 20, Features Intersected: BARK RIVER 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), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, 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: 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: B670172, Location: 0.2M N JCT CTH JK (Lat: 43.108333, Lng: -88.333333), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 7.09m (23.26ft), Average Daily Traffic: 5,400 (year 2006), Average Future Daily Traffic: 5,400 (year 2025), Design Load: HS 20, Features Intersected: STH 16, Facility Carried by Structure: CTH KC MERTON AVE 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: 15.8m (51.8ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.7m (117.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 21.3m (69.9ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 68.0 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 minimum criteria, Deck Geometry: Superior to present desirable 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: Integral Concrete Structure Number: B670236, Location: 1.0M N JCT CTH KE, Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 700 (year 2005), Average Future Daily Traffic: 700 (year 2025), Design Load: HS 20, Features Intersected: BARK RIVER, Facility Carried by Structure: LRD COTTONWOOD AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 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 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, Deck Protection: Epoxy Coated Reinforcing Structure Number: P670749, Location: 0.2M W JCT MAPLE AVE, Route carried "on" structure: City street , Year Built: 1965, Year Reconstructed: 1987, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 100 (year 2005), Average Future Daily Traffic: 100 (year 2025), Design Load: H 20, Features Intersected: BARK RIVER, Facility Carried by Structure: LRD HAIGHT DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 48.6 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, 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 Structure Number: P67075, Location: 0.1M E JCT NORTH AVE, Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 700 (year 2005), Average Future Daily Traffic: 700 (year 2025), Design Load: H 15, Features Intersected: BARK RIVER, Facility Carried by Structure: LRD LAWN ST
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: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft) 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 desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous Structure Number: P670752, Location: 0.2M W JCT MAPLE AVE, Route carried "on" structure: City street , Year Built: 1969, Year Reconstructed: 1987, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 240 (year 2005), Average Future Daily Traffic: 240 (year 2025), Design Load: H 20, Features Intersected: BARK RIVER, Facility Carried by Structure: LRD E PARK ST
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), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 11.1m (36.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 53.5 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, 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 Structure Number: P67079, Location: 0.8M E JCT STH 83, Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 1,000 (year 2005), Average Future Daily Traffic: 1,000 (year 2025), Design Load: HS 20, Features Intersected: BARK RIVER, Facility Carried by Structure: LRD CARDINAL LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft) Condition: Culverts: 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: B670168, Location: 0.8M W JCT CTH E (Lat: 43.103333, Lng: -88.361667), Route carried "under" structure: City street , Year Built: 1976, Structure Length: 7.23m (23.72ft), Average Daily Traffic: 1,500 (year 2005), Features Intersected: LRD OLD CAPITOL DR, Facility Carried by Structure: STH 83 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: 35.5m (116.5ft) Find on map >>
Structure Number: B670169, Location: 0.7M S JCT CTH K (Lat: 43.110000, Lng: -88.345000), Route carried "under" structure: County highway , Year Built: 1976, Structure Length: 3.61m (11.84ft), Average Daily Traffic: 10,000 (year 2005), Features Intersected: CTH E NORTH AVE, Facility Carried by Structure: STH 16 WB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.7m (113.8ft) Find on map >>
Structure Number: B67017, Location: 0.7M S JCT CTH K (Lat: 43.110000, Lng: -88.345000), Route carried "under" structure: County highway , Year Built: 1976, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 10,000 (year 2005), Features Intersected: CTH E NORTH AVE, Facility Carried by Structure: STH 16 EB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.4m (119.4ft) Find on map >>
Structure Number: B670172, Location: 1.9M E JCT STH 83 TO N (Lat: 43.108333, Lng: -88.333333), Route carried "under" structure: State highway 16, Year Built: 1975, Structure Length: 7.09m (23.26ft), Average Daily Traffic: 37,200 (year 2005), Truck Traffic: 3%, Features Intersected: STH 16, Facility Carried by Structure: CTH KC MERTON AVE 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: 35.7m (117.1ft) Discuss this city on our hugely popular Wisconsin forum Back to: Hartland, WI, Wisconsin, All US cities.
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