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Bridge Statistics for Menomonie, Wisconsin (WI) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Menomonie, WI, Wisconsin, Wisconsin forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 17 Total length: 150 meters (492ft) Total costs: $2,720,000 Total average daily traffic: 231,115 Total average daily truck traffic: 39,104 National Bridge Inventory (NBI) Registered Bridges for Menomonie
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Find on map >>
Structure Number: B170005, Location: 0.1M E JCT CTH P (Lat: 44.875292, Lng: -91.936872), Route carried "on" structure: State highway 29, Year Built: 1953, Year Reconstructed: 1988, Status: Open, Structure Length: 10.67m (35.01ft), Average Daily Traffic: 5,558 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 8,920 (year 2023), Design Load: H 15, Features Intersected: RED CEDAR RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.1m (95.5ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.3m (40.4ft) 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: Meets minimum limits, 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: B170029, Location: 0.4M N JCT USH 12 TO W (Lat: 44.906803, Lng: -91.932631), Route carried "on" structure: State highway 25, Year Built: 1996, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 11,491 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 15,110 (year 2023), Design Load: HS 20, Features Intersected: IH 94 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 26.9m (88.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 81.0 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: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.98m (22.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $1,112,000, Roadway Improvement Cost: $111,000, Total Project Cost: $1,669,000 ( 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: B170032, Location: 2.2M W JCT CTH B TO N (Lat: 44.908047, Lng: -91.896453), Route carried "on" structure: Interstate 94, Year Built: 1957, Year Reconstructed: 2004, Status: Open, Structure Length: 14.31m (46.95ft), Average Daily Traffic: 16,800 (year 2007), Truck Traffic: 26%, Average Future Daily Traffic: 31,900 (year 2025), Design Load: HS 20+Mod, Features Intersected: RED CEDAR RIVER 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: 11.9m (39.0ft), Material/Design: Steel continuous, Design/Construction: Truss - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 56.7m (186.0ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.1m (36.4ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 48.6 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2006, Critical Feature Inspection Date: August 2007, Underwater Inspection Date: October 2004, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: B170033, Location: 1.6M E JCT STH 25 TO N (Lat: 44.907750, Lng: -91.898306), Route carried "on" structure: Interstate 94, Year Built: 1957, Year Reconstructed: 2004, Status: Open, Structure Length: 14.31m (46.95ft), Average Daily Traffic: 19,200 (year 2007), Truck Traffic: 37%, Average Future Daily Traffic: 31,900 (year 2025), Design Load: HS 20+Mod, Features Intersected: RED CEDAR RIVER 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: 11.9m (39.0ft), Material/Design: Steel continuous, Design/Construction: Truss - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 56.7m (186.0ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.1m (36.4ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 48.6 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: Somewhat better than minimum adequacy, 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, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2006, Critical Feature Inspection Date: July 2007, Underwater Inspection Date: October 2004, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: B17004, Location: 1.2M S JCT STH 25 (Lat: 44.907000, Lng: -91.924667), Route carried "on" structure: City street , Year Built: 1958, Status: Posted for load, Structure Length: 6.42m (21.06ft), Average Daily Traffic: 2,600 (year 2005), Average Future Daily Traffic: 2,600 (year 2025), Design Load: H 20, Features Intersected: IH 94, Facility Carried by Structure: LRD WILSON ST 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), Material/Design: Prestressed concrete, 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: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.1m (36.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 40.5 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: B170041, Location: 0.3M N JCT CTH MMM (Lat: 44.905314, Lng: -91.879814), Route carried "on" structure: City street , Year Built: 1958, Year Reconstructed: 1993, Status: Posted for load, Structure Length: 6.14m (20.14ft), Average Daily Traffic: 400 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 550 (year 2025), Design Load: HS 20, Features Intersected: IH 94, Facility Carried by Structure: LRD PARKWAY DR 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: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.3m (63.3ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.2m (30.2ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 50.2 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 6.58m (21.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $701,000, Roadway Improvement Cost: $70,000, Total Project Cost: $1,051,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Structure Number: B170079, Location: 0.1M S JCT USH 12, Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 470 (year 2005), Average Future Daily Traffic: 470 (year 2025), Design Load: HS 20, Features Intersected: WILSON CREEK, Facility Carried by Structure: LRD MEADOW HILL DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Structure Number: B170086, Location: 0.2M S JCT STH 29, Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 1,000 (year 2005), Average Future Daily Traffic: 1,000 (year 2025), Design Load: HS 20, Features Intersected: GILBERT CREEK, Facility Carried by Structure: LRD 890TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 61.6 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Structure Number: B170104, Location: 0.4M W JCT USH 12, Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 890 (year 2005), Average Future Daily Traffic: 1,200 (year 2025), Design Load: HS 20, Features Intersected: WILSON CREEK, Facility Carried by Structure: LRD HELLER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Good, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: B17013, Location: 0.6M W JCT STH 25 (H) (Lat: 44.883114, Lng: -91.928722), Route carried "on" structure: US 12, Year Built: 1992, Status: Open, Structure Length: 25.12m (82.41ft), Average Daily Traffic: 18,380 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 24,050 (year 2025), Design Load: HS 20, Features Intersected: RED CEDAR RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 54.3m (178.1ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 77.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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, Inspection Date: August 2006, Underwater Inspection Date: November 2004, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Structure Number: B170164, Location: 0.2M E JCT STH 25, Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 1.42m (4.66ft), Average Daily Traffic: 200 (year 2004), Truck Traffic: 12%, Average Future Daily Traffic: 250 (year 2024), Design Load: HS 20, Features Intersected: BR RED CEDAR RIVER, Facility Carried by Structure: LRD E 3RD ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 58.3 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: B170638, Location: 1.1M E JCT STH 25 (Lat: 44.885369, Lng: -91.928411), Route carried "on" structure: US 12, Year Built: 1941, Year Reconstructed: 1993, Status: Open, Structure Length: 25.26m (82.87ft), Average Daily Traffic: 24,513 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 30,120 (year 2023), Design Load: H 15, Features Intersected: RED CEDAR RIVER 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: Girder and Floorbeam System, Number Of Spans In Main Unit: 7, Length of Maximum Span: 56.4m (185.0ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 53.5 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, Inspection Date: January 2007, Underwater Inspection Date: November 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: B170029, Location: 9.4M E JCT CTH Q TO N (Lat: 44.906803, Lng: -91.932631), Route carried "under" structure: Interstate 94, Year Built: 1996, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 30,100 (year 2005), Truck Traffic: 14%, Features Intersected: IH 94, Facility Carried by Structure: STH 25-BROADWAY ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft) Find on map >>
Structure Number: B17004, Location: 0.3M E JCT STH 25 TO N (Lat: 44.907000, Lng: -91.924667), Route carried "under" structure: Interstate 94, Year Built: 1958, Structure Length: 6.42m (21.06ft), Average Daily Traffic: 25,000 (year 2005), Truck Traffic: 26%, Features Intersected: IH 94, Facility Carried by Structure: LRD WILSON ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.7m (61.4ft) Find on map >>
Structure Number: B170041, Location: 2.5M E JCT STH 25 TO N (Lat: 44.905314, Lng: -91.879814), Route carried "under" structure: Interstate 94, Year Built: 1958, Structure Length: 6.14m (20.14ft), Average Daily Traffic: 25,000 (year 2005), Truck Traffic: 26%, Features Intersected: IH 94, Facility Carried by Structure: LRD PARKWAY DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.3m (63.3ft) Find on map >>
Structure Number: B170056, Location: 0.1M E JCT STH 25 TO N (Lat: 44.906667, Lng: -91.936667), Route carried "under" structure: Interstate 94, Year Built: 1958, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 25,000 (year 2005), Truck Traffic: 26%, Features Intersected: IH 94, Facility Carried by Structure: CNW RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 24.7m (81.0ft) Find on map >>
Structure Number: B170128, Location: 1.2M E JCT STH 25 (H) (Lat: 44.880672, Lng: -91.929603), Route carried "under" structure: US 12, Year Built: 1992, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 24,513 (year 2005), Truck Traffic: 3%, Features Intersected: USH 12-STH 25-BRDWY ST, Facility Carried by Structure: PEDESTRIAN OVERPAS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 15.5m (50.9ft) Discuss this city on our hugely popular Wisconsin forum Back to: Menomonie, WI, Wisconsin, All US cities.
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