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Bridge Statistics for Portage, Wisconsin (WI) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Portage, WI, Wisconsin, Wisconsin forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 15 Total length: 146 meters (479ft) Total costs: $2,430,000 Total average daily traffic: 114,189 Total average daily truck traffic: 7,393 National Bridge Inventory (NBI) Registered Bridges for Portage
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Find on map >>
Structure Number: B110002, Location: 0.8M E JCT USH 51 (Lat: 43.546436, Lng: -89.447700), Route carried "on" structure: State highway 33, Year Built: 1951, Year Reconstructed: 1994, Status: Open, Structure Length: 6.68m (21.92ft), Average Daily Traffic: 5,500 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 10,090 (year 2023), Design Load: HS 20, Features Intersected: SOO LINE RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Good, Superstructure: Good, 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: B110003, Location: 1.1M E JCT USH 51 (Lat: 43.549225, Lng: -89.442806), Route carried "on" structure: State highway 33, Year Built: 1951, Year Reconstructed: 1994, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 5,500 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 12,160 (year 2023), Design Load: H 20, Features Intersected: FOX RIVER CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 64.8 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.36m (17.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $856,000, Roadway Improvement Cost: $85,000, Total Project Cost: $1,284,000 ( Estimate for 2007), 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: B110055, Location: 1.1M N JCT STH 33 TO E (Lat: 43.538181, Lng: -89.491997), Route carried "on" structure: Interstate 39, Year Built: 1964, Year Reconstructed: 1990, Status: Open, Structure Length: 34.20m (112.20ft), Average Daily Traffic: 9,300 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 15,650 (year 2026), Design Load: HS 20, Features Intersected: WISCONSIN RIVER 13 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: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 45.1m (148.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 51.8 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 72 months, Inspection Date: September 2007, Underwater Inspection Date: July 2004, 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: B110056, Location: 1.2M S JCT STH 16 TO E (Lat: 43.541267, Lng: -89.493086), Route carried "on" structure: Interstate 39, Year Built: 1964, Year Reconstructed: 1990, Status: Open, Structure Length: 34.20m (112.20ft), Average Daily Traffic: 10,700 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 15,650 (year 2026), Design Load: HS 20, Features Intersected: WISCONSIN RIVER 14 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: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 45.1m (148.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 51.8 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 72 months, Inspection Date: September 2007, Underwater Inspection Date: July 2004, 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: B110064, Location: 1.0M N JCT STH 33 TO E (Lat: 43.536956, Lng: -89.491706), Route carried "on" structure: Interstate 39, Year Built: 1964, Year Reconstructed: 1990, Status: Open, Structure Length: 2.63m (8.63ft), Average Daily Traffic: 9,300 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 15,650 (year 2027), Design Load: HS 20, Features Intersected: LRD LEVEE 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), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 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: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.08m (10.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $382,000, Roadway Improvement Cost: $38,000, Total Project Cost: $573,000 ( Estimate for 2007), 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: B110065, Location: 1.5M S JCT STH 16 TO E (Lat: 43.537222, Lng: -89.492206), Route carried "on" structure: Interstate 39, Year Built: 1964, Year Reconstructed: 1990, Status: Open, Structure Length: 2.63m (8.63ft), Average Daily Traffic: 10,700 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 15,650 (year 2026), Design Load: HS 20, Features Intersected: LRD LEVEE 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), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 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: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.08m (10.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $382,000, Roadway Improvement Cost: $38,000, Total Project Cost: $573,000 ( Estimate for 2007), 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: B110071, Location: 1.1M E JCT STH 78 TO N (Lat: 43.535667, Lng: -89.473931), Route carried "on" structure: State highway 33, Year Built: 1968, Status: Open, Structure Length: 20.18m (66.21ft), Average Daily Traffic: 9,300 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 9,790 (year 2023), Design Load: HS 20, Features Intersected: WISCONSIN RIVER 12 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), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 43.6m (143.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.7m (51.5ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 43.7 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2007, Underwater Inspection Date: July 2004, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: B110089, Location: 0.8M E JCT STH 127 (Lat: 43.552389, Lng: -89.484661), Route carried "on" structure: State highway 16, Year Built: 1977, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 8,900 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 15,670 (year 2023), Design Load: HS 20, Features Intersected: CMSTPP RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.1m (125.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.4m (60.4ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 61.6 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, 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: B110116, Location: 2.6M N JCT STH 33 TO E (Lat: 43.559144, Lng: -89.492967), Route carried "on" structure: Interstate 39, Year Built: 1999, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 7,900 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 17,350 (year 2025), Design Load: HS 20, Features Intersected: STH 16 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.4m (63.6ft), Curb-To-Curb Width: 14.1m (46.3ft), Out-to-Out Width: 15.0m (49.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very 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: Meets minimum limits, Underclear: 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 Find on map >>
Structure Number: B110117, Location: 1.0M S JCT USH 51 (Lat: 43.559792, Lng: -89.492958), Route carried "on" structure: Interstate 39, Year Built: 1999, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 9,000 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 17,350 (year 2026), Design Load: HS 20, Features Intersected: STH 16 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.4m (63.6ft), Curb-To-Curb Width: 14.1m (46.3ft), Out-to-Out Width: 15.0m (49.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very 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: Meets minimum limits, 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, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: B110064, Location: 0.8M W JCT STH 33 (Lat: 43.536956, Lng: -89.491706), Route carried "under" structure: City street , Year Built: 1964, Structure Length: 2.63m (8.63ft), Average Daily Traffic: 200 (year 2005), Features Intersected: LRD LEVEE RD, Facility Carried by Structure: IH STH 78-IH 39 NB 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: 10.4m (34.1ft) Find on map >>
Structure Number: B110065, Location: 0.8M W JCT STH 33 (Lat: 43.537222, Lng: -89.492206), Route carried "under" structure: City street , Year Built: 1964, Structure Length: 2.63m (8.63ft), Average Daily Traffic: 200 (year 2005), Features Intersected: LRD LEVEE RD, Facility Carried by Structure: IH STH 78-IH 39 SB 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: 10.4m (34.1ft) Find on map >>
Structure Number: B110116, Location: 0.1M E JCT STH 127 (Lat: 43.559144, Lng: -89.492967), Route carried "under" structure: State highway 16, Year Built: 1999, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 13,670 (year 2005), Truck Traffic: 3%, Features Intersected: STH 16, Facility Carried by Structure: IH STH 78 - IH 39 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 19.4m (63.6ft) Find on map >>
Structure Number: B110117, Location: 0.1M E JCT STH 127 (Lat: 43.559792, Lng: -89.492958), Route carried "under" structure: State highway 16, Year Built: 1999, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 13,920 (year 2005), Truck Traffic: 3%, Features Intersected: STH 16, Facility Carried by Structure: IH STH 78 - IH 39 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 19.4m (63.6ft) Structure Number: B110118, Location: 0.7M N JCT STH 16 TO W, Route carried "under" structure: US 51, Year Built: 1998, Structure Length: 2.81m (9.22ft), Average Daily Traffic: 99 (year 2005), Features Intersected: USH 51, Facility Carried by Structure: CANADIAN PACIFIC R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 13.9m (45.6ft) Discuss this city on our hugely popular Wisconsin forum Back to: Portage, WI, Wisconsin, All US cities.
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