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Bridge Statistics for Polk, Wisconsin (WI) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Polk, WI, Wisconsin, Wisconsin forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 44 Total length: 291 meters (955ft) Total costs: $2,095,000 Total average daily traffic: 598,419 Total average daily truck traffic: 47,209 National Bridge Inventory (NBI) Registered Bridges for Polk
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Find on map >>
Structure Number: B660026, Location: 0.9M N JCT STH 175 (Lat: 43.346667, Lng: -88.281667), Route carried "on" structure: State highway 144, Year Built: 1958, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 5,610 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 6,950 (year 2023), Design Load: H 20, Features Intersected: USH 41 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: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.3m (83.0ft), 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: 11.0m (36.1ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.53m (27.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $1,058,000, Roadway Improvement Cost: $105,000, Total Project Cost: $1,587,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: B660038, Location: AT JCT USH 41 (Lat: 43.283333, Lng: -88.195000), Route carried "on" structure: State highway 145, Year Built: 1975, Status: Open, Structure Length: 7.73m (25.36ft), Average Daily Traffic: 4,300 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 2,975 (year 2026), Design Load: H 20, Features Intersected: USH 41 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: 20.1m (65.9ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.7m (127.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 21.9m (71.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 53.5 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: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: B660039, Location: 0.2M N JCT USH 45 TO N (Lat: 43.286667, Lng: -88.185000), Route carried "on" structure: State highway 145, Year Built: 1975, Status: Open, Structure Length: 7.63m (25.03ft), Average Daily Traffic: 6,000 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 2,975 (year 2025), Design Load: H 20, Features Intersected: USH 45 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: 20.7m (67.9ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.8m (124.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 21.9m (71.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 53.5 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: Superior to present desirable criteria, Underclear: 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: Bituminous Structure Number: B660046, Location: 1.2M E JCT USH 41, Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 1,100 (year 2004), Average Future Daily Traffic: 1,100 (year 2025), Design Load: HS 20, Features Intersected: USH 45, Facility Carried by Structure: LRD WESTERN AVE
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: 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: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 50.2 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, 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: Bituminous, Deck Protection: Epoxy Coated Reinforcing Structure Number: B660047, Location: 1.0M S JCT STH 60, Route carried "on" structure: US 45, Year Built: 1989, Status: Open, Structure Length: 3.09m (10.14ft), Average Daily Traffic: 11,740 (year 2005), Truck Traffic: 7%, Average Future Daily Traffic: 17,332 (year 2023), Design Load: HS 20, Features Intersected: LRD SHERMAN 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: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.0m (39.4ft), 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: 14.3m (46.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 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: 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 Structure Number: B660048, Location: 1.8M N JCT STH 145, Route carried "on" structure: US 45, Year Built: 1985, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 25,820 (year 2005), Truck Traffic: 7%, Average Future Daily Traffic: 38,120 (year 2023), Design Load: HS 20, Features Intersected: LRD SHERMAN 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: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.0m (39.4ft), 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: 14.3m (46.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 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 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: Deck Protection: Epoxy Coated Reinforcing Structure Number: B660049, Location: 1.0M S JCT CTH C, Route carried "on" structure: US 45, Year Built: 1989, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 14,400 (year 2005), Truck Traffic: 7%, Average Future Daily Traffic: 21,825 (year 2023), Design Load: HS 20, Features Intersected: STH 60
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: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.7m (81.0ft), 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: 14.3m (46.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 50.2 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 desirable 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: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Structure Number: B66005, Location: 2.8M N JCT STH 145, Route carried "on" structure: US 45, Year Built: 1984, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 14,400 (year 2005), Truck Traffic: 7%, Average Future Daily Traffic: 21,825 (year 2023), Design Load: HS 20, Features Intersected: STH 60
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: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.7m (81.0ft), 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: 14.3m (46.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 50.2 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable 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 Structure Number: B660051, Location: 1.8M E JCT CTH Z TO N, Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 780 (year 2004), Average Future Daily Traffic: 780 (year 2025), Design Load: HS 20, Features Intersected: USH 45, Facility Carried by Structure: CTH C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, 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: 32.0m (105.0ft), 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: 10.1m (33.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 51.8 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than 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 Structure Number: B660052, Location: 1.5M E JCT CTH Z, Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 6.44m (21.13ft), Average Daily Traffic: 1,200 (year 2004), Average Future Daily Traffic: 1,200 (year 2025), Design Load: HS 20, Features Intersected: USH 45, Facility Carried by Structure: CTH PV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.9m (104.7ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 20.4m (66.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than 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 Structure Number: B660094, Location: 1.7M N JCT STH 145, Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 2,900 (year 2005), Average Future Daily Traffic: 2,900 (year 2025), Design Load: HS 20, Features Intersected: CEDAR CREEK BRANCH, Facility Carried by Structure: CTH P
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Meets minimum limits, 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: Bituminous Structure Number: B660095, Location: 2.6M N JCT STH 145, Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 2,900 (year 2005), Average Future Daily Traffic: 2,900 (year 2025), Design Load: HS 20, Features Intersected: CEDAR CREEK, Facility Carried by Structure: CTH P
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Culverts: Very 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: 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: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Structure Number: B6601, Location: 0.3M E JCT STH 144, Route carried "on" structure: State highway 60, Year Built: 1991, Status: Open, Structure Length: 7.18m (23.56ft), Average Daily Traffic: 20,400 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 30,480 (year 2023), Design Load: HS 20, Features Intersected: WISCONSIN CENTRAL LTD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 11 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 68.0 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: Meets minimum limits, Underclear: Better than present minimum 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: B660101, Location: 0.5M W JCT STH 175, Route carried "on" structure: State highway 60, Year Built: 1991, Status: Open, Structure Length: 7.18m (23.56ft), Average Daily Traffic: 10,200 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 16,828 (year 2023), Design Load: HS 20, Features Intersected: WISCONSIN CENTRAL LTD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 11 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 68.0 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: Meets minimum limits, Underclear: Better than present minimum 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: B660102, Location: 1.0M E JCT STH 175, Route carried "on" structure: State highway 60, Year Built: 1991, Year Reconstructed: 2006, Status: Open, Structure Length: 10.01m (32.84ft), Average Daily Traffic: 12,650 (year 2004), Truck Traffic: 11%, Average Future Daily Traffic: 18,700 (year 2025), Design Load: HS 20, Features Intersected: USH 41
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), Skew: 14 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 50.3m (165.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 76.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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, Underclear: Superior 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 Structure Number: B660103, Location: 0.4M W JCT CTH C, Route carried "on" structure: State highway 60, Year Built: 1991, Year Reconstructed: 2006, Status: Open, Structure Length: 10.01m (32.84ft), Average Daily Traffic: 13,300 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 21,250 (year 2023), Design Load: HS 20, Features Intersected: USH 41
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), Skew: 14 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 50.3m (165.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 76.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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, Underclear: 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: B660107, Location: 0.5M E JCT STH 175, Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 350 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 510 (year 2026), Design Load: HS 20, Features Intersected: USH 41, Facility Carried by Structure: LRD WESTERN AVE
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: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 47.2m (154.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 76.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Structure Number: B660108, Location: 1.4M E JCT STH 175, Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 220 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 310 (year 2025), Design Load: HS 20, Features Intersected: USH 41, Facility Carried by Structure: LRD SHERMAN ROAD
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: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 47.2m (154.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 76.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum 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: B660109, Location: 0.6M E JCT STH 144, Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 9.19m (30.15ft), Average Daily Traffic: 660 (year 2004), Truck Traffic: 1%, Average Future Daily Traffic: 240 (year 2025), Design Load: HS 20, Features Intersected: USH 41, Facility Carried by Structure: CTH AA
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: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Good, 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: Equal to present minimum criteria, Underclear: Better than present minimum 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: B660114, Location: 1.8M N JCT STH 144 TO N, Route carried "on" structure: US 41, Year Built: 1994, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 14,220 (year 2005), Truck Traffic: 11%, Average Future Daily Traffic: 18,659 (year 2023), Design Load: HS 20, Features Intersected: LRD K
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: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), 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: 14.3m (46.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 81.0 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Structure Number: B660115, Location: 4.1M S JCT STH 33, Route carried "on" structure: US 41, Year Built: 1994, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 27,100 (year 2005), Truck Traffic: 11%, Average Future Daily Traffic: 35,560 (year 2023), Design Load: HS 20, Features Intersected: LRD K
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: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.0m (91.9ft), 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: 14.3m (46.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 81.0 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Structure Number: B660126, Location: At Sherman Road, Route carried "on" structure: State highway 164, Year Built: 2002, Status: Open, Structure Length: 10.34m (33.92ft), Average Daily Traffic: 5,600 (year 2004), Average Future Daily Traffic: 7,800 (year 2025), Design Load: HS 20, Features Intersected: LRD Sherman Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place Structure Number: B660127, Location: 3.9M N JCT 167E, Route carried "on" structure: State highway 164, Year Built: 2003, Status: Open, Structure Length: 7.39m (24.25ft), Average Daily Traffic: 7,800 (year 2006), Average Future Daily Traffic: 7,800 (year 2025), Design Load: HS 20, Features Intersected: STH 175
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: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 51.8 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: B660173, Location: 1.2 M SOUTH CTH PV (Lat: 43.345000, Lng: -88.181667), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 4,900 (year 2006), Average Future Daily Traffic: 4,900 (year 2025), Design Load: HS 20, Features Intersected: BR CEDAR CREEK, Facility Carried by Structure: CTH P Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place Structure Number: P660075, Location: 0.2M W JCT USH 41, Route carried "on" structure: City street , Year Built: 1936, Status: Posted for load, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 160 (year 2005), Average Future Daily Traffic: 160 (year 2025), Design Load: H 15, Features Intersected: SOO LINE, Facility Carried by Structure: LRD ARTHUR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.2m (20.3ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.6m (21.7ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Operating Rating: 14.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 4.42m (14.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $339,000, Roadway Improvement Cost: $33,000, Total Project Cost: $508,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: B660026, Location: 2.2M N JCT STH 60 TO E (Lat: 43.346667, Lng: -88.281667), Route carried "under" structure: US 41, Year Built: 1958, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 30,230 (year 2005), Truck Traffic: 10%, Features Intersected: USH 41, Facility Carried by Structure: STH 144 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: 25.3m (83.0ft) Find on map >>
Structure Number: B660038, Location: 2.5M N JCT STH 167 TO W (Lat: 43.283333, Lng: -88.195000), Route carried "under" structure: US 41, Year Built: 1975, Structure Length: 7.73m (25.36ft), Average Daily Traffic: 38,900 (year 2004), Truck Traffic: 10%, Features Intersected: USH 41, Facility Carried by Structure: STH 145 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: 38.7m (127.0ft) Find on map >>
Structure Number: B660039, Location: 1.3M N JCT USH 41 TO N (Lat: 43.286667, Lng: -88.185000), Route carried "under" structure: US 45, Year Built: 1975, Structure Length: 7.63m (25.03ft), Average Daily Traffic: 31,400 (year 2005), Truck Traffic: 7%, Features Intersected: USH 45 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: 37.8m (124.0ft) Structure Number: B660046, Location: 0.8M N JCT STH 145, Route carried "under" structure: US 45, Year Built: 1984, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 25,820 (year 2005), Truck Traffic: 7%, Features Intersected: USH 45, Facility Carried by Structure: LRD WESTERN AVE
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: 32.0m (105.0ft) Structure Number: B660047, Location: 1.9M E JCT USH 41, Route carried "under" structure: City street , Year Built: 1989, Structure Length: 3.09m (10.14ft), Average Daily Traffic: 600 (year 2005), Features Intersected: LRD SHERMAN RD, Facility Carried by Structure: USH 45 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: 12.0m (39.4ft) Structure Number: B660048, Location: 2.0M E JCT USH 41, Route carried "under" structure: City street , Year Built: 1985, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 600 (year 2005), Features Intersected: LRD SHERMAN RD, Facility Carried by Structure: USH 45 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: 12.0m (39.4ft) Structure Number: B660049, Location: 3.3M E JCT USH 41, Route carried "under" structure: State highway 60, Year Built: 1989, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 15,950 (year 2005), Truck Traffic: 5%, Features Intersected: STH 60, Facility Carried by Structure: USH 45 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: 24.7m (81.0ft) Structure Number: B66005, Location: 3.4M E JCT USH 41, Route carried "under" structure: State highway 60, Year Built: 1984, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 15,950 (year 2005), Truck Traffic: 5%, Features Intersected: STH 60, Facility Carried by Structure: USH 45 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: 24.7m (81.0ft) Structure Number: B660051, Location: 1.0M N JCT STH 60, Route carried "under" structure: US 45, Year Built: 1984, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 28,800 (year 2005), Truck Traffic: 7%, Features Intersected: USH 45, Facility Carried by Structure: CTH C
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: 32.0m (105.0ft) Structure Number: B660052, Location: 1.0M N JCT CTH C, Route carried "under" structure: US 45, Year Built: 1985, Structure Length: 6.44m (21.13ft), Average Daily Traffic: 26,700 (year 2005), Truck Traffic: 7%, Features Intersected: USH 45, Facility Carried by Structure: CTH PV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.9m (104.7ft) Structure Number: B660102, Location: 4.3M N JCT STH 145 TO S, Route carried "under" structure: US 41, Year Built: 1991, Structure Length: 10.01m (32.84ft), Average Daily Traffic: 35,700 (year 2005), Truck Traffic: 10%, Features Intersected: USH 41, Facility Carried by Structure: STH 60 EB
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: 50.3m (165.0ft) Structure Number: B660103, Location: 4.3M N JCT STH 145 TO S, Route carried "under" structure: US 41, Year Built: 1991, Structure Length: 10.01m (32.84ft), Average Daily Traffic: 30,230 (year 2005), Truck Traffic: 10%, Features Intersected: USH 41, Facility Carried by Structure: STH 60 WB
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: 50.3m (165.0ft) Structure Number: B660107, Location: 1.3M N JCT STH 145, Route carried "under" structure: US 41, Year Built: 1995, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 35,700 (year 2005), Truck Traffic: 10%, Features Intersected: USH 41, Facility Carried by Structure: LRD WESTERN AVE
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: 47.2m (154.9ft) Structure Number: B660108, Location: 2.8M N JCT STH 145, Route carried "under" structure: US 41, Year Built: 1995, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 35,700 (year 2005), Truck Traffic: 10%, Features Intersected: USH 41, Facility Carried by Structure: LRD SHERMAN ROAD
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: 47.2m (154.9ft) Structure Number: B660109, Location: 1.4M N JCT STH 60, Route carried "under" structure: US 41, Year Built: 1995, Structure Length: 9.19m (30.15ft), Average Daily Traffic: 30,230 (year 2005), Truck Traffic: 10%, Features Intersected: USH 41, Facility Carried by Structure: CTH AA
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: 45.7m (149.9ft) Structure Number: B660114, Location: 1.7M E JCT STH 175, Route carried "under" structure: City street , Year Built: 1994, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 3,300 (year 2005), Truck Traffic: 8%, Features Intersected: LRD K, Facility Carried by Structure: USH 41 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: 14.0m (45.9ft) Structure Number: B660115, Location: 1.7M E JCT STH 175, Route carried "under" structure: City street , Year Built: 1994, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 3,300 (year 2005), Truck Traffic: 8%, Features Intersected: LRD K, Facility Carried by Structure: USH 41 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: 28.0m (91.9ft) Structure Number: B660126, Route carried "under" structure: City street , Year Built: 2002, Structure Length: 10.34m (33.92ft), Average Daily Traffic: 500 (year 2005), Features Intersected: LRD Sherman Road, Facility Carried by Structure: STH 164
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: 28.3m (92.8ft) Structure Number: B660127, Location: 4.2M N JCT 167E, Route carried "under" structure: State highway 175, Year Built: 2003, Structure Length: 7.39m (24.25ft), Average Daily Traffic: 99 (year 2005), Features Intersected: STH 175, Facility Carried by Structure: STH 164
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft) Discuss this city on our hugely popular Wisconsin forum Back to: Polk, WI, Wisconsin, All US cities.
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