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


  • National Bridge Inventory (NBI) Statistics
  • 14Number of bridges
  • 98ft / 30.2mTotal length
  • $216,000Total costs
  • 113,040Total average daily traffic
  • 17,480Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Oostburg
  • No street view available for this location

New bridges in Oostburg, WI - historical statistics
  • New bridges - historical statistics
  • 11930-1939
  • 31960-1969
  • 101970-1979
Reconstructed bridges in Oostburg, WI - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 22000-2009
  • 12010-2019
Average Bridge Daily Traffic in Oostburg, WI
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 14.3%Very good
  • 28.6%Good
  • 57.1%Satisfactory
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 14.3%Very good
  • 57.1%Good
  • 28.6%Satisfactory
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 28.6%Good
  • 57.1%Satisfactory
  • 14.3%Fair
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Structure Number: B590041,  Location: 2.5M N JCT STH 32 TO N (Lat: 43.601103,  Lng: -87.778147),  Route carried "on" structure: Interstate 43,  Year Built: 1969,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 3.91m (12.83ft),  Average Daily Traffic: 14,100 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 35,850 (year 2040),  Design Load: HL 93,  Features Intersected: LRD DEWITT 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: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 41.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B590042,  Location: 3.8M S JCT CTH V TO E (Lat: 43.623272,  Lng: -87.770372),  Route carried "on" structure: Interstate 43,  Year Built: 1970,  Status: Open,  Structure Length: 4.84m (15.88ft),  Average Daily Traffic: 14,100 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 28,750 (year 2040),  Design Load: HS 20,  Features Intersected: CTH AA
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: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 58.8 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: B590043,  Location: 4.1M N JCT STH 32 TO N (Lat: 43.622822,  Lng: -87.769794),  Route carried "on" structure: Interstate 43,  Year Built: 1970,  Status: Open,  Structure Length: 4.84m (15.88ft),  Average Daily Traffic: 14,100 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 20,679 (year 2040),  Design Load: HS 20,  Features Intersected: CTH AA
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: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 44.1 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: Somewhat better than minimum adequacy,  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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: B590044,  Location: 1.5M E JCT CTH A (Lat: 43.630244,  Lng: -87.770161),  Route carried "on" structure: County highway ,  Year Built: 1970,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 8.11m (26.61ft),  Average Daily Traffic: 300 (year 2021),  Average Future Daily Traffic: 300 (year 2040),  Design Load: H 20,  Features Intersected: IH 43,  Facility Carried by Structure: CTH KK
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: 10.4m (34.1ft),  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-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.4 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: 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B590045,  Location: 2.3M S JCT CTH V TO E (Lat: 43.644964,  Lng: -87.769428),  Route carried "on" structure: Interstate 43,  Year Built: 1970,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 15,700 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 28,750 (year 2040),  Design Load: HS 20,  Features Intersected: LRD WILSON-LIMA 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: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.0m (52.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.1 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: 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: B590046,  Location: 5.6M N JCT STH 32 TO N (Lat: 43.644642,  Lng: -87.768806),  Route carried "on" structure: Interstate 43,  Year Built: 1970,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 15,700 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 20,679 (year 2040),  Design Load: HS 20,  Features Intersected: LRD WILSON-LIMA 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: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.0m (52.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.1 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: 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: P590134,  Location: 1.0M E JCT CTH KK (Lat: 43.643992,  Lng: -87.739142),  Route carried "on" structure: City street ,  Year Built: 1934,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 40 (year 2019),  Average Future Daily Traffic: 41 (year 2039),  Design Load: HL 93,  Features Intersected: BLACK RIVER,  Facility Carried by Structure: LRD WILSON-LIMA 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),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 59.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 45.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 1.86m (6.10ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2020,  Underwater Inspection Date: May 2017,  Bridge Improvement Cost: $144,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $216,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: B59004,  Location: 2.7M E JCT STH 32 (Lat: 43.601417,  Lng: -87.778600),  Route carried "under" structure: City street ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 250 (year 2021),  Features Intersected: LRD DEWITT RD,  Facility Carried by Structure: IH 43 SB
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 18.0m (59.1ft)

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Structure Number: B590041,  Location: 2.7M E JCT STH 32 (Lat: 43.601103,  Lng: -87.778147),  Route carried "under" structure: City street ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 250 (year 2021),  Features Intersected: LRD DEWITT RD,  Facility Carried by Structure: IH 43 NB
Minimum Vertical Clearance: 4.56m (14.96ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 18.0m (59.1ft)

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Structure Number: B590042,  Location: 1.4M E JCT CTH A (Lat: 43.623272,  Lng: -87.770372),  Route carried "under" structure: County highway ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 4,900 (year 2021),  Features Intersected: CTH AA,  Facility Carried by Structure: IH 43 SB
Minimum Vertical Clearance: 4.52m (14.83ft),  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: 24.4m (80.1ft)

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Structure Number: B590043,  Location: 1.4M E JCT CTH A (Lat: 43.622822,  Lng: -87.769794),  Route carried "under" structure: County highway ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 4,900 (year 2021),  Features Intersected: CTH AA,  Facility Carried by Structure: IH 43 NB
Minimum Vertical Clearance: 4.50m (14.76ft),  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: 24.4m (80.1ft)

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Structure Number: B590044,  Location: 4.6M N JCT STH 32 TO N (Lat: 43.630244,  Lng: -87.770161),  Route carried "under" structure: Interstate 43,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 28,200 (year 2021),  Truck Traffic: 15%,  Features Intersected: IH 43,  Facility Carried by Structure: CTH KK
Minimum Vertical Clearance: 5.04m (16.54ft),  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)

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Structure Number: B590045,  Location: 0.4M W JCT CTH KK (Lat: 43.644964,  Lng: -87.769428),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 250 (year 2021),  Features Intersected: LRD WILSON-LIMA RD,  Facility Carried by Structure: IH 43 SB
Minimum Vertical Clearance: 4.41m (14.47ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 16.0m (52.5ft)

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Structure Number: B590046,  Location: 0.4M W JCT CTH KK (Lat: 43.644642,  Lng: -87.768806),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 250 (year 2021),  Features Intersected: LRD WILSON-LIMA RD,  Facility Carried by Structure: IH 43 NB
Minimum Vertical Clearance: 4.40m (14.44ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 16.0m (52.5ft)

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