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Bridge Statistics for Wausau, Wisconsin (WI) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Wausau, WI, Wisconsin, Wisconsin forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 39 Total length: 267 meters (876ft) Total costs: $18,866,000 Total average daily traffic: 563,080 Total average daily truck traffic: 12,309 National Bridge Inventory (NBI) Registered Bridges for Wausau
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Find on map >>
Structure Number: B3701, Location: 2.9M N JCT STH 29 TO E (Lat: 44.949303, Lng: -89.621717), Route carried "on" structure: Business US 51, Year Built: 1964, Year Reconstructed: 1995, Status: Open, Structure Length: 4.74m (15.55ft), Average Daily Traffic: 27,300 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 36,310 (year 2023), Design Load: HS 20, Features Intersected: UNION PACIFIC RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 15 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 23.2m (76.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.18m (16.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $828,000, Roadway Improvement Cost: $82,000, Total Project Cost: $1,242,000 ( 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: B370121, Location: 2.1M E JCT CTH O (Lat: 44.952644, Lng: -89.727308), Route carried "on" structure: State highway 29, Year Built: 1971, Status: Open, Structure Length: 3.94m (12.93ft), Average Daily Traffic: 9,440 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 15,969 (year 2023), Design Load: HS 20, Features Intersected: LRD 72ND AVE 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: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 72.9 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: Better than present minimum criteria, Deck Geometry: Better than 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: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: B370131, Location: 3.4M W JCT STH 52 TO E (Lat: 44.953153, Lng: -89.726828), Route carried "on" structure: State highway 29, Year Built: 1971, Status: Open, Structure Length: 3.94m (12.93ft), Average Daily Traffic: 9,340 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 15,800 (year 2023), Design Load: HS 20, Features Intersected: LRD 72ND AVE 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: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than 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: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: B370168, Location: 0.6M N JCT USH B51 (Lat: 44.994919, Lng: -89.655375), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 100 (year 2005), Average Future Daily Traffic: 100 (year 2025), Design Load: H 20, Features Intersected: BOS CREEK, Facility Carried by Structure: LRD 14TH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft) Condition: Culverts: Good, Operating Rating: 32.4 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, Waterway Adequacy: Equal 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, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: B370176, Location: 0.1M E JCT USH B51 (Lat: 44.948328, Lng: -89.620025), Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 4,560 (year 2005), Average Future Daily Traffic: 4,560 (year 2025), Design Load: HS 20, Features Intersected: CNW RR, Facility Carried by Structure: LRD PROSPECT AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal 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: 3, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Good, Superstructure: 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.11m (13.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $657,000, Roadway Improvement Cost: $65,000, Total Project Cost: $985,000 ( 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: B370203, Location: 0.6M N JCT STH 52 TO E (Lat: 44.960869, Lng: -89.632939), Route carried "on" structure: Business US 51, Year Built: 1983, Status: Open, Structure Length: 13.87m (45.51ft), Average Daily Traffic: 7,580 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 14,850 (year 2025), Design Load: HS 20, Features Intersected: WISCONSIN RIVER 32, Facility Carried by Structure: USH STH 52 WB - US Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 23.9m (78.4ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.33m (47.01ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2006, Underwater Inspection Date: October 2006, Bridge Improvement Cost: $2,285,000, Roadway Improvement Cost: $228,000, Total Project Cost: $3,427,000 ( 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: B370219, Location: 2.1M W JCT STH 52 (Lat: 44.955261, Lng: -89.695806), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 4.31m (14.14ft), Average Daily Traffic: 6,310 (year 2005), Average Future Daily Traffic: 6,310 (year 2025), Design Load: HS 20, Features Intersected: LITTLE RIB RIVER, Facility Carried by Structure: LRD STEWART AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 18.9m (62.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.75m (15.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $760,000, Roadway Improvement Cost: $76,000, Total Project Cost: $1,140,000 ( 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: B37022, Location: 0.9M N JCT STH 52 (Lat: 44.986294, Lng: -89.618694), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 2.03m (6.66ft), Average Daily Traffic: 8,110 (year 2005), Average Future Daily Traffic: 8,110 (year 2025), Design Load: HS 20, Features Intersected: JIM MOORE CREEK, Facility Carried by Structure: LRD 6TH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 20.1m (65.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 55.1 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: Superior 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: June 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: B370232, Location: 0.2M W JCT STH 52 (Lat: 44.969478, Lng: -89.632811), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 24.82m (81.43ft), Average Daily Traffic: 14,540 (year 2005), Average Future Daily Traffic: 14,540 (year 2025), Design Load: HS 20, Features Intersected: CMSTPP RR, Facility Carried by Structure: LRD BRIDGE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 48.8m (160.1ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 19.3m (63.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 55.1 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: Meets minimum limits, Underclear: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2006, Underwater Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Structure Number: B370266, Location: 0.7M N JCT STH 52 TO E, Route carried "on" structure: Business US 51, Year Built: 1997, Status: Open, Structure Length: 8.64m (28.35ft), Average Daily Traffic: 16,980 (year 2005), Average Future Daily Traffic: 16,980 (year 2025), Design Load: HS 20, Features Intersected: WISCONSIN RIVER 32
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.3m (92.8ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 15.5m (50.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very 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: Equal to present desirable 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: June 2006, Underwater Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Structure Number: B370273, Location: 0.1M E JCT USH B51 TO N, Route carried "on" structure: State highway 52, Year Built: 1996, Status: Open, Structure Length: 9.46m (31.04ft), Average Daily Traffic: 16,980 (year 2005), Average Future Daily Traffic: 16,980 (year 2025), Design Load: HS 20, Features Intersected: WISCONSIN RIVER 32
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.2m (105.6ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 15.5m (50.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 72.9 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 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: June 2006, Underwater 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: B370313, Location: CITY OF WAUSAU (Lat: 44.988036, Lng: -89.645800), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 0.89m (2.92ft), Average Daily Traffic: 13,400 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 29,000 (year 2025), Design Load: HS 20, Features Intersected: BOS CREEK, Facility Carried by Structure: LRD CAMPUS DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.0m (26.2ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 20.7m (67.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 63.0 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal 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, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: B370314, Location: 0.4M W JCT STH 52 (Lat: 44.958256, Lng: -89.664667), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 16,700 (year 2005), Average Future Daily Traffic: 22,900 (year 2025), Design Load: HS 20, Features Intersected: TRIB TO RIB RIVER, Facility Carried by Structure: LRD STEWART AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 20.3m (66.6ft), Out-to-Out Width: 28.6m (93.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 63.2 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: Better than present minimum criteria, Deck Geometry: Superior 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: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: B370345, Location: 1.7M S JCT STH 29 TO W (Lat: 44.945950, Lng: -89.666742), Route carried "on" structure: US 51, Year Built: 2006, Status: Open, Structure Length: 17.41m (57.12ft), Average Daily Traffic: 32,200 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 47,700 (year 2026), Features Intersected: BIG RIB RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 34.5m (113.2ft), Curb-To-Curb Width: 23.6m (77.4ft), Out-to-Out Width: 24.4m (80.1ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 58.3 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: Superior to present desirable criteria, Deck Geometry: Superior 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2007, Underwater Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay Structure Number: B370346, Location: 0.7M S OF STH29 XING, Route carried "on" structure: Ramp US 51, Year Built: 2007, Status: Open, Structure Length: 6.03m (19.78ft), Average Daily Traffic: 28,050 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 31,100 (year 2026), Design Load: HS 20, Features Intersected: LRD SHERMAN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, 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: 31.1m (102.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 64.8 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: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.46m (21.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $804,000, Roadway Improvement Cost: $80,000, Total Project Cost: $1,206,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Structure Number: B370347, Location: 1.2M S JCT STH 52, Route carried "on" structure: US 51, Year Built: 2007, Status: Open, Structure Length: 6.03m (19.78ft), Average Daily Traffic: 29,100 (year 2008), Average Future Daily Traffic: 32,200 (year 2026), Design Load: HS 20, Features Intersected: LRD SHERMAN AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 64.8 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: Superior to present desirable criteria, Deck Geometry: High priority of replacement, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.46m (21.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $804,000, Roadway Improvement Cost: $80,000, Total Project Cost: $1,206,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Structure Number: B370348, Location: 4.5M N JCT STH29toEast, Route carried "on" structure: US 51, Year Built: 2007, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 28,050 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 31,100 (year 2026), Design Load: HS 20, Features Intersected: WIS CENTRAL LTD RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on 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: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 48.6 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: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.79m (15.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $596,000, Roadway Improvement Cost: $59,000, Total Project Cost: $895,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Structure Number: B370349, Location: 1.1M S JCT STH 52, Route carried "on" structure: US 51, Year Built: 2007, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 29,100 (year 2008), Average Future Daily Traffic: 32,200 (year 2026), Design Load: HS 20, Features Intersected: Wisconsin Central RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on 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: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 48.6 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: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.79m (15.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $596,000, Roadway Improvement Cost: $59,000, Total Project Cost: $895,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Structure Number: B370351, Location: 0.8M S JCT STH 52, Route carried "on" structure: US 51, Year Built: 2007, Status: Open, Structure Length: 6.23m (20.44ft), Average Daily Traffic: 23,800 (year 2008), Average Future Daily Traffic: 31,800 (year 2026), Design Load: HS 20, Features Intersected: LRD STEWART AVE
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: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.7m (100.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 66.4 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: Superior to present desirable criteria, Deck Geometry: High priority of replacement, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.68m (21.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $829,000, Roadway Improvement Cost: $82,000, Total Project Cost: $1,243,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Structure Number: B370353, Location: 1.8M S JCT STH 52, Route carried "on" structure: US 51, Year Built: 2007, Status: Open, Structure Length: 8.33m (27.33ft), Average Daily Traffic: 23,800 (year 2008), Average Future Daily Traffic: 31,800 (year 2026), Design Load: HS 20, Features Intersected: STH 52
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.3m (125.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 71.3 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Structure Number: B370361, Location: 1.0M E OF XNG OF STH 52, Route carried "on" structure: State highway 29, Year Built: 2007, Status: Open, Structure Length: 8.67m (28.44ft), Average Daily Traffic: 24,500 (year 2007), Average Future Daily Traffic: 36,400 (year 2026), Design Load: HS 20, Features Intersected: LRD RAMP TO STEWART AVEN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 47.2m (154.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 77.8 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: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Structure Number: B370367, Location: 0.8 MI. N. JCT STH 52, Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 19,900 (year 2006), Average Future Daily Traffic: 26,000 (year 2026), Design Load: HS 25, Features Intersected: USH 51, Facility Carried by Structure: LRD BRIDGE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.7m (100.7ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 29.7m (97.4ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.71m (22.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $950,000, Roadway Improvement Cost: $95,000, Total Project Cost: $1,426,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay Structure Number: B37037, Location: 1.0 M W of STH 29-USH 51, Route carried "on" structure: State highway 29, Year Built: 2007, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 24,500 (year 2008), Average Future Daily Traffic: 36,400 (year 2026), Design Load: HS 20, Features Intersected: STH Ramp to Stewart Ave
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 14.1m (46.3ft), Out-to-Out Width: 15.0m (49.2ft) Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 77.8 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: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Structure Number: B370373, Location: AT RIB WATER CREEK, Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 17.41m (57.12ft), Average Daily Traffic: 6,000 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 8,000 (year 2024), Design Load: HS 20, Features Intersected: BIG RIB RIVER, Facility Carried by Structure: LRD CTH R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 34.5m (113.2ft), Curb or Sidewalk Widths: Left: 4.3m (14.1ft), Right: 4.3m (14.1ft), Curb-To-Curb Width: 18.1m (59.4ft), Out-to-Out Width: 18.8m (61.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Operating Rating: 81.0 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: Superior 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: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Structure Number: B370388, Location: 0.1 MI W. JCT BUS 51, Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 21,300 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 30,499 (year 2026), Design Load: HS 20, Features Intersected: CNW RR, Facility Carried by Structure: CTH N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 28.0m (91.9ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 56.7 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: Superior to present desirable criteria, Deck Geometry: Better than 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: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: B370538, Location: 0.4M S JCT STH 52 TO W (Lat: 44.959656, Lng: -89.632567), Route carried "on" structure: Business US 51, Year Built: 1915, Status: Open, Structure Length: 3.77m (12.37ft), Average Daily Traffic: 12,690 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 25,100 (year 2025), Design Load: H 20, Features Intersected: WISCONSIN RIVER 31, Facility Carried by Structure: USH STH 52 EB-USH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 2.8m (9.2ft), Right: 2.8m (9.2ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 18.7m (61.4ft) Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, 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 minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal 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, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: B370971, Location: 0.2M W JCT USH B51 (Lat: 44.948889, Lng: -89.629161), Route carried "on" structure: County highway , Year Built: 1951, Status: Open, Structure Length: 21.29m (69.85ft), Average Daily Traffic: 15,500 (year 2005), Average Future Daily Traffic: 15,500 (year 2026), Design Load: H 20, Features Intersected: WISCONSIN RIVER 30, Facility Carried by Structure: CTH N 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), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 27.9m (91.5ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 76.1 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 21.73m (71.29ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2007, Underwater Inspection Date: August 2005, Bridge Improvement Cost: $3,467,000, Roadway Improvement Cost: $346,000, Total Project Cost: $5,201,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: P370718, Location: 1.1M N JCT STH 52 (Lat: 44.990783, Lng: -89.615811), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 1.93m (6.33ft), Average Daily Traffic: 850 (year 2005), Average Future Daily Traffic: 850 (year 2025), Design Load: HS 20, Features Intersected: JIM MOORE CREEK, Facility Carried by Structure: LRD 10TH ST 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), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.0m (62.3ft), 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: 11.4m (37.4ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 74.5 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: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: B370121, Location: 2.7M S JCT CTH U (Lat: 44.952644, Lng: -89.727308), Route carried "under" structure: City street , Year Built: 1971, Structure Length: 3.94m (12.93ft), Average Daily Traffic: 4,400 (year 2004), Features Intersected: LRD 72ND AVE, Facility Carried by Structure: STH 29 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: 19.8m (65.0ft) Find on map >>
Structure Number: B370131, Location: 2.7M S JCT CTH U (Lat: 44.953153, Lng: -89.726828), Route carried "under" structure: City street , Year Built: 1971, Structure Length: 3.94m (12.93ft), Average Daily Traffic: 4,400 (year 2005), Features Intersected: LRD 72ND AVE, Facility Carried by Structure: STH 29 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: 19.8m (65.0ft) Structure Number: B370346, Route carried "under" structure: City street , Year Built: 2007, Structure Length: 6.03m (19.78ft), Average Daily Traffic: 8,000 (year 2008), Truck Traffic: 5%, Features Intersected: LRD SHERMAN ST, Facility Carried by Structure: USH 51 NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.1m (102.0ft) Structure Number: B370347, Route carried "under" structure: City street , Year Built: 2007, Structure Length: 6.03m (19.78ft), Average Daily Traffic: 8,000 (year 2008), Features Intersected: LRD SHERMAN AVE, Facility Carried by Structure: USH 51SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.1m (102.0ft) Structure Number: B370351, Route carried "under" structure: City street , Year Built: 2007, Structure Length: 6.23m (20.44ft), Average Daily Traffic: 3,600 (year 2008), Features Intersected: LRD STEWART AVE, Facility Carried by Structure: USH 51 SB
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: 30.7m (100.7ft) Structure Number: B370353, Location: 0.8M S JCT STH 52, Route carried "under" structure: State highway 52, Year Built: 2007, Structure Length: 8.33m (27.33ft), Average Daily Traffic: 16,200 (year 2008), Features Intersected: STH 52, Facility Carried by Structure: USH 51 SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.3m (125.7ft) Structure Number: B370361, Location: Wausau, Route carried "under" structure: Ramp City street , Year Built: 2007, Structure Length: 8.67m (28.44ft), Average Daily Traffic: 1,500 (year 2007), Features Intersected: LRD RAMP TO STEWART AVEN, Facility Carried by Structure: STH 29EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 47.2m (154.9ft) Structure Number: B370367, Location: 3.2M N, Route carried "under" structure: US 51, Year Built: 2006, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 39,200 (year 2006), Features Intersected: USH 51, Facility Carried by Structure: LRD BRIDGE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.7m (100.7ft) Structure Number: B37037, Location: Wausau, Route carried "under" structure: Ramp State highway , Year Built: 2007, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 1,500 (year 2008), Features Intersected: STH Ramp to Stewart Ave, Facility Carried by Structure: STH 29W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 1, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft) Structure Number: B370372, Location: 0.2 MI. N. JCT STH 52, Route carried "under" structure: County highway , Year Built: 2007, Structure Length: 5.86m (19.23ft), Average Daily Traffic: 3,600 (year 2008), Features Intersected: CTH STEWART AVE, Facility Carried by Structure: USH 51 SB ENTRANCE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.9m (94.8ft) Structure Number: P370717, Location: 0.1M N JCT STH 52, Route carried "under" structure: City street , Year Built: 1975, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 2,000 (year 2005), Features Intersected: LRD 2ND ST, Facility Carried by Structure: PEDESTRIAN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Length of Maximum Span: 18.3m (60.0ft) Discuss this city on our hugely popular Wisconsin forum Back to: Wausau, WI, Wisconsin, All US cities.
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