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Bridge Statistics for Elkhorn, Wisconsin (WI) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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National Bridge Inventory (NBI) Statistics
Number of bridges: 16
Total length: 89 meters (292ft)
Total average daily traffic: 135,412
Total average daily truck traffic: 14,768
National Bridge Inventory (NBI) Registered Bridges for Elkhorn

New bridges - Historical Statistics

  • 1960-1969: 4
  • 1970-1979: 12

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Culverts

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Structure Number: B640046,  Location: 0.1M W JCT IH 43 TO S (Lat: 42.683333,  Lng: -88.526667),  Route carried "on" structure: US 12,  Year Built: 1968,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 4.00m (13.12ft),  Average Daily Traffic: 2,600 (year 2006),  Truck Traffic: 13%,  Average Future Daily Traffic: 14,500 (year 2026),  Design Load: HS 20,  Features Intersected: STH 11-COURT ST
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: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  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
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Structure Number: B640047,  Location: 1.2M E JCT STH 67 TO S (Lat: 42.683333,  Lng: -88.526667),  Route carried "on" structure: US 12,  Year Built: 1968,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 2,600 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 8,541 (year 2023),  Design Load: HS 20,  Features Intersected: STH 11-COURT ST
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: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  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
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Structure Number: B640105,  Location: 0.1M S JCT USH 12 TO E (Lat: 42.670000,  Lng: -88.526667),  Route carried "on" structure: Interstate 43,  Year Built: 1975,  Status: Open,  Structure Length: 7.46m (24.48ft),  Average Daily Traffic: 9,700 (year 2005),  Truck Traffic: 16%,  Average Future Daily Traffic: 15,445 (year 2023),  Design Load: HS 20,  Features Intersected: CTH H
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: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.6 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: Better than 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
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Structure Number: B640106,  Location: 1.5M N JCT STH 67 TO N (Lat: 42.670000,  Lng: -88.526667),  Route carried "on" structure: Interstate 43,  Year Built: 1975,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 10,400 (year 2005),  Truck Traffic: 16%,  Average Future Daily Traffic: 16,290 (year 2023),  Design Load: HS 20,  Features Intersected: CTH H
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: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.0m (118.1ft),  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: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.5 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: Better than 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
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Structure Number: B640107,  Location: 0.7M S JCT USH 12 TO E (Lat: 42.663333,  Lng: -88.531667),  Route carried "on" structure: Interstate 43,  Year Built: 1975,  Status: Open,  Structure Length: 6.23m (20.44ft),  Average Daily Traffic: 10,400 (year 2005),  Truck Traffic: 16%,  Average Future Daily Traffic: 16,290 (year 2023),  Design Load: HS 20,  Features Intersected: LRD CENTRALIA 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: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.7m (61.4ft),  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: Good,  Substructure: Good,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: B640108,  Location: 1.0M N JCT STH 67 TO N (Lat: 42.663333,  Lng: -88.531667),  Route carried "on" structure: Interstate 43,  Year Built: 1975,  Status: Open,  Structure Length: 6.23m (20.44ft),  Average Daily Traffic: 10,400 (year 2005),  Truck Traffic: 16%,  Average Future Daily Traffic: 16,290 (year 2023),  Design Load: HS 20,  Features Intersected: LRD CENTRALIA 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: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.7m (61.4ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: B640109,  Location: 3.8M N JCT STH 50 (Lat: 42.655000,  Lng: -88.541667),  Route carried "on" structure: State highway 67,  Year Built: 1975,  Status: Open,  Structure Length: 8.63m (28.31ft),  Average Daily Traffic: 12,208 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 18,890 (year 2023),  Design Load: HS 20,  Features Intersected: IH 43
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: 13.4m (44.0ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.4m (139.1ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.5 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: Better than 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: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: B640129,  Location: 0.2M N JCT IH 43 TO N,  Route carried "on" structure: State highway 67,  Year Built: 1976,  Status: Open,  Structure Length: 0.71m (2.33ft),  Average Daily Traffic: 12,208 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 18,890 (year 2023),  Design Load: HS 20,  Features Intersected: BR JACKSON CREEK
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: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft)

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: Febuary 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B640141,  Location: 4.3M N JCT STH 50 TO E (Lat: 42.660000,  Lng: -88.535000),  Route carried "on" structure: Interstate 43,  Year Built: 1976,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 20,800 (year 2005),  Truck Traffic: 16%,  Average Future Daily Traffic: 32,580 (year 2023),  Design Load: HS 20,  Features Intersected: BR JACKSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

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 minimum criteria,  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: Monolithic Concrete
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Structure Number: B640046,  Location: 1.1M E JCT STH 67 TO N (Lat: 42.683333,  Lng: -88.526667),  Route carried "under" structure: State highway 11,  Year Built: 1968,  Structure Length: 4.00m (13.12ft),  Average Daily Traffic: 3,648 (year 2005),  Truck Traffic: 4%,  Features Intersected: STH 11-COURT ST,  Facility Carried by Structure: USH 12 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: B640047,  Location: 1.1M E JCT STH 67 TO N (Lat: 42.683333,  Lng: -88.526667),  Route carried "under" structure: State highway 11,  Year Built: 1968,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 3,648 (year 2005),  Truck Traffic: 4%,  Features Intersected: STH 11-COURT ST,  Facility Carried by Structure: USH 12 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: B640105,  Location: 0.8M E JCT STH 67 (Lat: 42.670000,  Lng: -88.526667),  Route carried "under" structure: County highway ,  Year Built: 1975,  Structure Length: 7.46m (24.48ft),  Average Daily Traffic: 7,600 (year 2005),  Features Intersected: CTH H,  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: 36.9m (121.1ft)

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Structure Number: B640106,  Location: 0.8M E JCT STH 67 (Lat: 42.670000,  Lng: -88.526667),  Route carried "under" structure: County highway ,  Year Built: 1975,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 7,600 (year 2005),  Features Intersected: CTH H,  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: 36.0m (118.1ft)

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Structure Number: B640107,  Location: 0.6M E JCT STH 67 (Lat: 42.663333,  Lng: -88.531667),  Route carried "under" structure: City street ,  Year Built: 1975,  Structure Length: 6.23m (20.44ft),  Average Daily Traffic: 400 (year 2005),  Features Intersected: LRD CENTRALIA 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: 18.7m (61.4ft)

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Structure Number: B640108,  Location: 0.6M E JCT STH 67 (Lat: 42.663333,  Lng: -88.531667),  Route carried "under" structure: City street ,  Year Built: 1975,  Structure Length: 6.23m (20.44ft),  Average Daily Traffic: 400 (year 2005),  Features Intersected: LRD CENTRALIA 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: 18.7m (61.4ft)

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Structure Number: B640109,  Location: 4.9M N JCT STH 50 TO E (Lat: 42.655000,  Lng: -88.541667),  Route carried "under" structure: Interstate 43,  Year Built: 1975,  Structure Length: 8.63m (28.31ft),  Average Daily Traffic: 20,800 (year 2005),  Truck Traffic: 16%,  Features Intersected: IH 43,  Facility Carried by Structure: STH 67-LINCOLN ST
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: 42.4m (139.1ft)

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