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Bridge Statistics for Lafayette, Wisconsin (WI) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Lafayette, WI, Wisconsin, Wisconsin forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 32 Total length: 205 meters (673ft) Total average daily traffic: 181,766 Total average daily truck traffic: 26,050 National Bridge Inventory (NBI) Registered Bridges for Lafayette
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Culverts Find on map >>
Structure Number: B640048, Location: 3.1M N JCT IH 43 TO N (Lat: 42.698333, Lng: -88.540000), Route carried "on" structure: State highway 67, Year Built: 1968, Year Reconstructed: 1999, Status: Open, Structure Length: 9.61m (31.53ft), Average Daily Traffic: 4,500 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 17,090 (year 2023), Design Load: HS 20, Features Intersected: USH 12 EB 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: 12.8m (42.0ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, 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: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 51.8 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: Better than present minimum criteria, Deck Geometry: Equal to 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: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: B640063, Location: 1.8M S JCT STH 11 TO W (Lat: 42.673333, Lng: -88.521667), Route carried "on" structure: Interstate 43, Year Built: 1969, Status: Open, Structure Length: 10.38m (34.06ft), Average Daily Traffic: 9,700 (year 2005), Truck Traffic: 16%, Average Future Daily Traffic: 15,445 (year 2023), Design Load: HS 20, Features Intersected: USH 12 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: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.5m (54.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 42.1 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: B640064, Location: 1.9M N JCT STH 67 TO N (Lat: 42.673333, Lng: -88.521667), Route carried "on" structure: Interstate 43, Year Built: 1969, Status: Open, Structure Length: 10.38m (34.06ft), Average Daily Traffic: 9,700 (year 2005), Truck Traffic: 16%, Average Future Daily Traffic: 15,445 (year 2023), Design Load: HS 20, Features Intersected: USH 12 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: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.5m (54.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 43.7 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Structure Number: B64007, Location: 0.5M N JCT CTH ES, Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 275 (year 2005), Average Future Daily Traffic: 275 (year 2025), Design Load: H 20, Features Intersected: SUGAR CREEK, Facility Carried by Structure: LRD HODGES RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 45.4 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: 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, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: B640094, Location: 0.2M N JCT CTH D (Lat: 42.746667, Lng: -88.443333), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 10.92m (35.83ft), Average Daily Traffic: 1,100 (year 2005), Average Future Daily Traffic: 1,100 (year 2026), Design Load: HS 20, Features Intersected: IH 43, Facility Carried by Structure: LRD BOWERS RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 14 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 54.3m (178.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 21.9m (71.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 85.9 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: Equal to present minimum criteria, Deck Geometry: Equal to 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: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Structure Number: B640095, Location: 1.3M S JCT CTH D, Route carried "on" structure: City street , Year Built: 1971, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 50 (year 2005), Average Future Daily Traffic: 50 (year 2025), Design Load: H 20, Features Intersected: SUGAR CREEK, Facility Carried by Structure: LRD HODUNK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft) Condition: Culverts: 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, 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: Bituminous Find on map >>
Structure Number: B640096, Location: 0.8M E JCT CTH ES (Lat: 42.735000, Lng: -88.450000), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 11.63m (38.16ft), Average Daily Traffic: 1,100 (year 2005), Average Future Daily Traffic: 1,100 (year 2026), Design Load: H 20, Features Intersected: IH 43, Facility Carried by Structure: CTH D Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 57.5m (188.6ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 56.7 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, Underclear: Somewhat better than minimum adequacy, 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: Low Slump Concrete Find on map >>
Structure Number: B640097, Location: 7.2M S JCT STH 20 TO W (Lat: 42.716667, Lng: -88.468333), Route carried "on" structure: Interstate 43, Year Built: 1972, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 8,350 (year 2005), Truck Traffic: 17%, Average Future Daily Traffic: 11,215 (year 2023), Design Load: HS 20, Features Intersected: LRD HODUNK RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.0m (55.8ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Operating Rating: 74.5 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, 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: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: B640098, Location: 2.8M N JCT STH 11 TO E (Lat: 42.716667, Lng: -88.468333), Route carried "on" structure: Interstate 43, Year Built: 1972, Status: Open, Structure Length: 4.61m (15.12ft), Average Daily Traffic: 8,350 (year 2005), Truck Traffic: 17%, Average Future Daily Traffic: 11,215 (year 2023), Design Load: HS 20, Features Intersected: LRD HODUNK 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: 17.1m (56.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 74.5 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to 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: Low Slump Concrete Structure Number: B640099, Location: 8.4M S JCT STH 20 TO W, Route carried "on" structure: Interstate 43, Year Built: 1972, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 8,350 (year 2005), Truck Traffic: 17%, Average Future Daily Traffic: 11,215 (year 2023), Design Load: HS 20, Features Intersected: LRD POTTERS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.0m (55.8ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 56.7 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: 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: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: B6401, Location: 2.7M N JCT STH 11 TO E (Lat: 42.705000, Lng: -88.483333), Route carried "on" structure: Interstate 43, Year Built: 1972, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 8,350 (year 2005), Truck Traffic: 17%, Average Future Daily Traffic: 11,215 (year 2023), Design Load: HS 20, Features Intersected: LRD POTTERS 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: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Operating Rating: 56.7 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, Underclear: Equal to 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: Low Slump Concrete Find on map >>
Structure Number: B640101, Location: 9.0M S JCT STH 20 TO W (Lat: 42.675000, Lng: -88.516667), Route carried "on" structure: Interstate 43, Year Built: 1972, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 8,350 (year 2005), Truck Traffic: 17%, Average Future Daily Traffic: 11,215 (year 2023), Design Load: HS 20, Features Intersected: LRD PLANK 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: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 43.7 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: B640102, Location: 2.0M N JCT STH 11 TO E (Lat: 42.675000, Lng: -88.516667), Route carried "on" structure: Interstate 43, Year Built: 1972, Status: Open, Structure Length: 4.74m (15.55ft), Average Daily Traffic: 8,350 (year 2005), Truck Traffic: 17%, Average Future Daily Traffic: 11,215 (year 2023), Design Load: HS 20, Features Intersected: LRD PLANK 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: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 43.7 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: B640103, Location: 9.7M S JCT STH 20 TO W (Lat: 42.690000, Lng: -88.501667), Route carried "on" structure: Interstate 43, Year Built: 1972, Status: Open, Structure Length: 8.15m (26.74ft), Average Daily Traffic: 8,350 (year 2005), Truck Traffic: 17%, Average Future Daily Traffic: 11,215 (year 2023), Design Load: HS 20, Features Intersected: STH 11 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: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.9m (130.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 59.9 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: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: B640104, Location: 1.8M N JCT USH 12 TO E (Lat: 42.690000, Lng: -88.501667), Route carried "on" structure: Interstate 43, Year Built: 1972, Status: Open, Structure Length: 8.15m (26.74ft), Average Daily Traffic: 8,350 (year 2005), Truck Traffic: 17%, Average Future Daily Traffic: 11,215 (year 2023), Design Load: HS 20, Features Intersected: STH 11 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: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.9m (130.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 59.9 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: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: B64011, Location: 3.6M N JCT STH 11 TO E (Lat: 42.726667, Lng: -88.458333), Route carried "on" structure: Interstate 43, Year Built: 1971, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 8,350 (year 2005), Truck Traffic: 17%, Average Future Daily Traffic: 11,215 (year 2023), Design Load: HS 20, Features Intersected: SUGAR 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: 3, Length of Maximum Span: 3.0m (9.8ft) 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: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: B640111, Location: 6.4M S JCT STH 20 TO W (Lat: 42.723333, Lng: -88.466667), Route carried "on" structure: Interstate 43, Year Built: 1971, Status: Open, Structure Length: 1.45m (4.76ft), Average Daily Traffic: 8,270 (year 2005), Truck Traffic: 17%, Average Future Daily Traffic: 11,620 (year 2023), Design Load: HS 20, Features Intersected: SUGAR 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), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft) 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: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Structure Number: B640158, Location: 0.9M S JCT CTH D, Route carried "on" structure: City street , Year Built: 1983, Status: Open, Structure Length: 1.90m (6.23ft), Average Daily Traffic: 300 (year 2005), Average Future Daily Traffic: 300 (year 2025), Design Load: H 20, Features Intersected: SUGAR CREEK, Facility Carried by Structure: LRD BOWERS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 45.4 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior 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 Structure Number: B640159, Location: 1.3M E JCT USH 12, Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 1,800 (year 2005), Average Future Daily Traffic: 1,800 (year 2025), Design Load: HS 20, Features Intersected: SUGAR CREEK, Facility Carried by Structure: CTH ES
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very 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: Equal to present desirable criteria, Deck Geometry: Better than 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: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: B640048, Location: AT JCT WITH USH 12 (Lat: 42.698333, Lng: -88.540000), Route carried "under" structure: US 12, Year Built: 1968, Structure Length: 9.61m (31.53ft), Average Daily Traffic: 7,565 (year 2005), Truck Traffic: 8%, Features Intersected: USH 12 EB, Facility Carried by Structure: STH 67 NB 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: 31.7m (104.0ft) Find on map >>
Structure Number: B640063, Location: 0.4M E JCT IH 43 TO N (Lat: 42.673333, Lng: -88.521667), Route carried "under" structure: US 12, Year Built: 1969, Structure Length: 10.38m (34.06ft), Average Daily Traffic: 10,000 (year 2005), Truck Traffic: 8%, Features Intersected: USH 12, Facility Carried by Structure: IH 43 SB 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: 27.7m (90.9ft) Find on map >>
Structure Number: B640064, Location: 0.4M E JCT IH 43 TO N (Lat: 42.673333, Lng: -88.521667), Route carried "under" structure: US 12, Year Built: 1969, Structure Length: 10.38m (34.06ft), Average Daily Traffic: 10,000 (year 2005), Truck Traffic: 8%, Features Intersected: USH 12, Facility Carried by Structure: IH 43 NB 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: 27.7m (90.9ft) Find on map >>
Structure Number: B640094, Location: 5.2M N JCT STH 11 TO E (Lat: 42.746667, Lng: -88.443333), Route carried "under" structure: Interstate 43, Year Built: 1973, Structure Length: 10.92m (35.83ft), Average Daily Traffic: 16,540 (year 2005), Truck Traffic: 17%, Features Intersected: IH 43, Facility Carried by Structure: LRD BOWERS RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 54.3m (178.1ft) Find on map >>
Structure Number: B640096, Location: 4.7M N JCT STH 11 TO E (Lat: 42.735000, Lng: -88.450000), Route carried "under" structure: Interstate 43, Year Built: 1972, Structure Length: 11.63m (38.16ft), Average Daily Traffic: 16,700 (year 2005), Truck Traffic: 17%, Features Intersected: IH 43, Facility Carried by Structure: CTH D Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 57.5m (188.6ft) Find on map >>
Structure Number: B640097, Location: 1.6M S JCT CTH D (Lat: 42.716667, Lng: -88.468333), Route carried "under" structure: City street , Year Built: 1972, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 200 (year 2005), Features Intersected: LRD HODUNK RD, Facility Carried by Structure: IH 43 SB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.3m (83.0ft) Find on map >>
Structure Number: B640098, Location: 1.6M S JCT CTH D (Lat: 42.716667, Lng: -88.468333), Route carried "under" structure: City street , Year Built: 1972, Structure Length: 4.61m (15.12ft), Average Daily Traffic: 200 (year 2005), Features Intersected: LRD HODUNK RD, Facility Carried by Structure: IH 43 NB 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: 22.3m (73.2ft) Structure Number: B640099, Location: TOWN OF LA FAYETTE, Route carried "under" structure: City street , Year Built: 1972, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 200 (year 2005), Features Intersected: LRD POTTERS ROAD, Facility Carried by Structure: IH 43 SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.1m (79.1ft) Find on map >>
Structure Number: B6401, Location: 3.0M E JCT USH 12 (Lat: 42.705000, Lng: -88.483333), Route carried "under" structure: City street , Year Built: 1972, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 200 (year 2005), Features Intersected: LRD POTTERS RD, Facility Carried by Structure: IH 43 NB 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: 24.1m (79.1ft) Find on map >>
Structure Number: B640101, Location: 0.5M N JCT STH 11 (Lat: 42.675000, Lng: -88.516667), Route carried "under" structure: City street , Year Built: 1972, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 200 (year 2005), Features Intersected: LRD PLANK RD, Facility Carried by Structure: IH 43 SB 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: 21.0m (68.9ft) Find on map >>
Structure Number: B640102, Location: 0.5M N JCT STH 11 (Lat: 42.675000, Lng: -88.516667), Route carried "under" structure: City street , Year Built: 1972, Structure Length: 4.74m (15.55ft), Average Daily Traffic: 200 (year 2005), Features Intersected: LRD PLANK RD, Facility Carried by Structure: IH 43 NB 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: 21.0m (68.9ft) Find on map >>
Structure Number: B640103, Location: 2.5M E JCT STH 67 TO N (Lat: 42.690000, Lng: -88.501667), Route carried "under" structure: State highway 11, Year Built: 1972, Structure Length: 8.15m (26.74ft), Average Daily Traffic: 3,908 (year 2005), Truck Traffic: 10%, Features Intersected: STH 11, Facility Carried by Structure: IH 43 SB 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: 39.9m (130.9ft) Find on map >>
Structure Number: B640104, Location: 2.5M E JCT STH 67 TO N (Lat: 42.690000, Lng: -88.501667), Route carried "under" structure: State highway 11, Year Built: 1972, Structure Length: 8.15m (26.74ft), Average Daily Traffic: 3,908 (year 2005), Truck Traffic: 10%, Features Intersected: STH 11, Facility Carried by Structure: IH 43 NB 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: 39.9m (130.9ft) Discuss this city on our hugely popular Wisconsin forum Back to: Lafayette, WI, Wisconsin, All US cities.
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