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Bridge Statistics for Fremont, Wisconsin (WI) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Fremont, WI, Wisconsin, Wisconsin forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 21 Total length: 212 meters (696ft) Total costs: $4,324,000 Total average daily traffic: 151,848 Total average daily truck traffic: 4,033 National Bridge Inventory (NBI) Registered Bridges for Fremont
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Find on map >>
Structure Number: B680031, Location: 0.6M W JCT STH 110 TO S (Lat: 44.259425, Lng: -88.861975), Route carried "on" structure: US 10, Year Built: 1976, Status: Open, Structure Length: 18.21m (59.74ft), Average Daily Traffic: 15,310 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 22,870 (year 2023), Design Load: HS 20, Features Intersected: LRD WOLF RIVER RD & WOLF 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: 14.6m (47.9ft), Skew: 1 degrees, Navigation Control: Yes ( Vertical Clearance: 6.1m (20.0ft), Horizontal Clearance: 49.1m (161.1ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 50.3m (165.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 16.9m (55.4ft) 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: Superior to present desirable criteria, Underclear: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.65m (61.19ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2006, Underwater Inspection Date: June 2005, Bridge Improvement Cost: $2,315,000, Roadway Improvement Cost: $231,000, Total Project Cost: $3,472,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: B680089, Location: 3.0M E JCT STH 49 TO N (Lat: 44.253364, Lng: -88.865619), Route carried "on" structure: US 10, Year Built: 2000, Status: Open, Structure Length: 28.42m (93.24ft), Average Daily Traffic: 15,800 (year 2005), Average Future Daily Traffic: 15,400 (year 2025), 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: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 43.0m (141.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 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, Underclear: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2006, Underwater Inspection Date: June 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: B68009, Location: 0.5M W JCT STH 110 (Lat: 44.253789, Lng: -88.862019), Route carried "on" structure: US 10, Year Built: 2000, Status: Open, Structure Length: 28.42m (93.24ft), Average Daily Traffic: 15,800 (year 2005), Average Future Daily Traffic: 15,400 (year 2025), Design Load: HS 20, Features Intersected: CTH H/WOLF RIVER 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: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 43.0m (141.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 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, Underclear: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2006, Underwater Inspection Date: June 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: B680092, Location: 2.0M EAST JCT CTH U (Lat: 44.262953, Lng: -88.911450), Route carried "on" structure: US 10, Year Built: 1999, Status: Open, Structure Length: 7.00m (22.97ft), Average Daily Traffic: 15,800 (year 2005), Average Future Daily Traffic: 16,500 (year 2025), Design Load: HS 20, Features Intersected: STH 49 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: 11.9m (39.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.7m (130.2ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 53.9 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 desirable 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: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: B680093, Location: 4.0M W JCT STH 110 (Lat: 44.263269, Lng: -88.910392), Route carried "on" structure: US 10, Year Built: 1999, Status: Open, Structure Length: 7.00m (22.97ft), Average Daily Traffic: 15,800 (year 2005), Average Future Daily Traffic: 16,500 (year 2025), Design Load: HS 20, Features Intersected: STH 49 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: 11.9m (39.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.7m (130.2ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 53.9 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 desirable 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: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: B680094, Location: 0.1M E STH 49 TO S (Lat: 44.262628, Lng: -88.901494), Route carried "on" structure: US 10, Year Built: 1999, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 5,600 (year 2005), Average Future Daily Traffic: 14,000 (year 2025), Design Load: HS 20, Features Intersected: LRD BROWN ROAD 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: 11.9m (39.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.7m (51.5ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.7 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: Meets minimum limits, 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: B680095, Location: 2.0M W JCT STH 110 (Lat: 44.262944, Lng: -88.901072), Route carried "on" structure: US 10, Year Built: 1999, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 5,100 (year 2005), Average Future Daily Traffic: 14,000 (year 2025), Design Load: HS 20, Features Intersected: LRD BROWN 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: 11.9m (39.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.7m (51.5ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.7 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: Meets minimum limits, 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: B680096, Location: 2.0M E JCT STH 49 (Lat: 44.257869, Lng: -88.881231), Route carried "on" structure: US 10, Year Built: 2000, Status: Open, Structure Length: 4.40m (14.44ft), Average Daily Traffic: 5,600 (year 2005), Average Future Daily Traffic: 15,400 (year 2025), Design Load: HS 20, Features Intersected: LRD WEST 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: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.0m (62.3ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 70.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 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, Underclear: Meets minimum limits, 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: B680097, Location: 1.0M W JCT STH 110 (Lat: 44.257931, Lng: -88.880778), Route carried "on" structure: US 10, Year Built: 2000, Status: Open, Structure Length: 4.40m (14.44ft), Average Daily Traffic: 5,100 (year 2005), Average Future Daily Traffic: 15,400 (year 2025), Design Load: HS 20, Features Intersected: LRD WEST 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: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.0m (62.3ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 70.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 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: Meets minimum limits, 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: B6801, Location: 0.1M N JCT USH10 (Lat: 44.264222, Lng: -88.909381), Route carried "on" structure: State highway 49, Year Built: 1999, Status: Open, Structure Length: 1.38m (4.53ft), Average Daily Traffic: 8,965 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 12,660 (year 2023), Design Load: HS 20, Features Intersected: MOSQUITO CREEK 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: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.0m (42.7ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $227,000, Roadway Improvement Cost: $22,000, Total Project Cost: $341,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: B680101, Location: 0.1M N JCT USH10 (Lat: 44.264483, Lng: -88.909367), Route carried "on" structure: State highway 49, Year Built: 1999, Status: Open, Structure Length: 1.38m (4.53ft), Average Daily Traffic: 7,655 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 11,435 (year 2023), Design Load: HS 20, Features Intersected: MOSQUITO CREEK, Facility Carried by Structure: STH 110 SB 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: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.0m (42.7ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.9m (32.5ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $227,000, Roadway Improvement Cost: $22,000, Total Project Cost: $341,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Structure Number: P680931, Location: TOWN OF FREMONT, Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 1,000 (year 2005), Average Future Daily Traffic: 1,000 (year 2025), Design Load: HS 20, Features Intersected: MOSQUITO CREEK, Facility Carried by Structure: LRD BROWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.4m (17.7ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 35.6 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $113,000, Roadway Improvement Cost: $11,000, Total Project Cost: $170,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: B680031, Location: 0.1M S JCT CTH U (Lat: 44.259425, Lng: -88.861975), Route carried "under" structure: City street , Year Built: 1976, Structure Length: 18.21m (59.74ft), Average Daily Traffic: 1,720 (year 2005), Features Intersected: LRD WOLF RIVER RD & WOLF, Facility Carried by Structure: USH STH110-MAIN ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 50.3m (165.0ft) Find on map >>
Structure Number: B680089, Location: VILLAGE OF FREMONT (Lat: 44.253364, Lng: -88.865619), Route carried "under" structure: County highway , Year Built: 2000, Structure Length: 28.42m (93.24ft), Average Daily Traffic: 99 (year 2005), Features Intersected: CTH H, Facility Carried by Structure: USH 10 EB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.0m (141.1ft) Find on map >>
Structure Number: B68009, Location: VILLAGE OF FREMONT (Lat: 44.253789, Lng: -88.862019), Route carried "under" structure: County highway , Year Built: 2000, Structure Length: 28.42m (93.24ft), Average Daily Traffic: 99 (year 2005), Features Intersected: CTH H/WOLF RIVER, Facility Carried by Structure: USH 10 WB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.0m (141.1ft) Find on map >>
Structure Number: B680092, Location: 5.0M N JCT CTH A (Lat: 44.262953, Lng: -88.911450), Route carried "under" structure: State highway 49, Year Built: 1999, Structure Length: 7.00m (22.97ft), Average Daily Traffic: 15,800 (year 2005), Truck Traffic: 8%, Features Intersected: STH 49, Facility Carried by Structure: USH 10 EB 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: 39.7m (130.2ft) Find on map >>
Structure Number: B680093, Location: 5.0M N JCT CTH A (Lat: 44.263269, Lng: -88.910392), Route carried "under" structure: State highway 49, Year Built: 1999, Structure Length: 7.00m (22.97ft), Average Daily Traffic: 15,800 (year 2005), Truck Traffic: 8%, Features Intersected: STH 49, Facility Carried by Structure: USH 10 WB 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: 39.7m (130.2ft) Find on map >>
Structure Number: B680094, Location: VILLAGE OF FREMONT (Lat: 44.262628, Lng: -88.901494), Route carried "under" structure: City street , Year Built: 1999, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 100 (year 2005), Features Intersected: LRD BROWN ROAD, Facility Carried by Structure: USH 10 EB 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: 15.7m (51.5ft) Find on map >>
Structure Number: B680095, Location: VILLAGE OF FREMONT (Lat: 44.262944, Lng: -88.901072), Route carried "under" structure: City street , Year Built: 1999, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 100 (year 2005), Features Intersected: LRD BROWN RD, Facility Carried by Structure: USH 10 WB 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: 15.7m (51.5ft) Find on map >>
Structure Number: B680096, Location: VILLAGE OF FREMONT (Lat: 44.257869, Lng: -88.881231), Route carried "under" structure: City street , Year Built: 2000, Structure Length: 4.40m (14.44ft), Average Daily Traffic: 300 (year 2005), Features Intersected: LRD WEST RD, Facility Carried by Structure: USH10 EB 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: 19.0m (62.3ft) Find on map >>
Structure Number: B680097, Location: VILLAGE OF FREMONT (Lat: 44.257931, Lng: -88.880778), Route carried "under" structure: City street , Year Built: 2000, Structure Length: 4.40m (14.44ft), Average Daily Traffic: 300 (year 2005), Features Intersected: LRD WEST RD, Facility Carried by Structure: USH 10 WB 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: 19.0m (62.3ft) Discuss this city on our hugely popular Wisconsin forum Back to: Fremont, WI, Wisconsin, All US cities.
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