Bridge Statistics for Vinland, Wisconsin (WI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 135ft / 41.1mTotal length
- $286,000Total costs
- 101,688Total average daily traffic
- 1,134Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Vinland
- No street view available for this location
- New bridges - historical statistics
- 31920-1929
- 11930-1939
- 11990-1999
- 72000-2009
- 22010-2019
- Bridge Condition - Deck
- 40.0%Very good
- 20.0%Good
- 20.0%Satisfactory
- 20.0%Poor
- Bridge Condition - Superstructure
- 40.0%Very good
- 20.0%Good
- 20.0%Satisfactory
- 10.0%Fair
- 10.0%Poor
- Bridge Condition - Substructure
- 50.0%Very good
- 10.0%Good
- 20.0%Satisfactory
- 20.0%Poor
- Bridge Condition - Channel
- 14.3%Excellent
- 42.9%Very good
- 14.3%Good
- 28.6%Satisfactory
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Structure Number: B700155, Location: 0.8M W JCT CTH T (Lat: 44.139550, Lng: -88.598600), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,435 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 1,578 (year 2040), Design Load: HS 20, Features Intersected: DAGGETS CREEK, Facility Carried by Structure: CTH-G
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 62.1 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: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B700155, Location: 0.8M W JCT CTH T (Lat: 44.139550, Lng: -88.598600), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,435 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 1,578 (year 2040), Design Load: HS 20, Features Intersected: DAGGETS CREEK, Facility Carried by Structure: CTH-G
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 62.1 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: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B70021, Location: TOWN OF MENASHA (Lat: 44.211567, Lng: -88.475994), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 11.95m (39.21ft), Average Daily Traffic: 2,500 (year 2021), Average Future Daily Traffic: 1,310 (year 2040), Design Load: HS 20, Features Intersected: IH 41, Facility Carried by Structure: LRD JACOBSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 44.2m (145.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 70.2 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: Equal to present minimum 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B70021, Location: TOWN OF MENASHA (Lat: 44.211567, Lng: -88.475994), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 11.95m (39.21ft), Average Daily Traffic: 2,500 (year 2021), Average Future Daily Traffic: 1,310 (year 2040), Design Load: HS 20, Features Intersected: IH 41, Facility Carried by Structure: LRD JACOBSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 44.2m (145.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 70.2 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: Equal to present minimum 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B700217, Location: TOWN OF VINLAND (Lat: 44.096528, Lng: -88.618511), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 7.73m (25.36ft), Average Daily Traffic: 1,400 (year 2020), Average Future Daily Traffic: 1,400 (year 2039), Design Load: HS 20, Features Intersected: USH 45, Facility Carried by Structure: LRD BROOKS RD
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: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 86.5 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B700217, Location: TOWN OF VINLAND (Lat: 44.096528, Lng: -88.618511), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 7.73m (25.36ft), Average Daily Traffic: 1,400 (year 2020), Average Future Daily Traffic: 1,400 (year 2039), Design Load: HS 20, Features Intersected: USH 45, Facility Carried by Structure: LRD BROOKS RD
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: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 86.5 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B70022, Location: TOWN OF VINLAND (Lat: 44.100903, Lng: -88.624161), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 8.13m (26.67ft), Average Daily Traffic: 500 (year 2020), Average Future Daily Traffic: 500 (year 2039), Design Load: HS 20, Features Intersected: USH 45, Facility Carried by Structure: LRD SKELETON BRIDG
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: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 68.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B70022, Location: TOWN OF VINLAND (Lat: 44.100903, Lng: -88.624161), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 8.13m (26.67ft), Average Daily Traffic: 500 (year 2020), Average Future Daily Traffic: 500 (year 2039), Design Load: HS 20, Features Intersected: USH 45, Facility Carried by Structure: LRD SKELETON BRIDG
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: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 68.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B700234, Location: TOWN OF VINLAND (Lat: 44.096917, Lng: -88.621650), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 153 (year 2019), Average Future Daily Traffic: 168 (year 2039), Design Load: HS 20, Features Intersected: DAGGETS CREEK, Facility Carried by Structure: LRD BROOKS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Excellent, Culverts: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B700234, Location: TOWN OF VINLAND (Lat: 44.096917, Lng: -88.621650), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 153 (year 2019), Average Future Daily Traffic: 168 (year 2039), Design Load: HS 20, Features Intersected: DAGGETS CREEK, Facility Carried by Structure: LRD BROOKS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Excellent, Culverts: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B70028, Location: 0.3M E OF CTH R (Lat: 43.893617, Lng: -88.497800), Route carried "on" structure: City street , Year Built: 2009, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 610 (year 2020), Average Future Daily Traffic: 622 (year 2039), Design Load: HS 25 or greater, Features Intersected: VAN DYNE CREEK, Facility Carried by Structure: LRD LONE ELM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 62.1 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B70028, Location: 0.3M E OF CTH R (Lat: 43.893617, Lng: -88.497800), Route carried "on" structure: City street , Year Built: 2009, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 610 (year 2020), Average Future Daily Traffic: 622 (year 2039), Design Load: HS 25 or greater, Features Intersected: VAN DYNE CREEK, Facility Carried by Structure: LRD LONE ELM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 62.1 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B700287, Location: AT USH 41 (Lat: 44.112397, Lng: -88.521328), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 6.81m (22.34ft), Average Daily Traffic: 940 (year 2021), Average Future Daily Traffic: 600 (year 2040), Design Load: HL 93, Features Intersected: IH 41, Facility Carried by Structure: CTH GG
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: 34 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.2m (108.9ft), Curb or Sidewalk Widths: Left: 4.3m (14.1ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 43.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B700287, Location: AT USH 41 (Lat: 44.112397, Lng: -88.521328), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 6.81m (22.34ft), Average Daily Traffic: 940 (year 2021), Average Future Daily Traffic: 600 (year 2040), Design Load: HL 93, Features Intersected: IH 41, Facility Carried by Structure: CTH GG
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: 34 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.2m (108.9ft), Curb or Sidewalk Widths: Left: 4.3m (14.1ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 43.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: P700051, Location: 0.2M S JCT CTH D (Lat: 44.093583, Lng: -88.820050), Route carried "on" structure: City street , Year Built: 1926, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 90 (year 2019), Average Future Daily Traffic: 99 (year 2039), Design Load: HS 20, Features Intersected: PUMPKINSEED CREEK, Facility Carried by Structure: LRD RUSHFORD AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.6m (31.5ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 42.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: P700051, Location: 0.2M S JCT CTH D (Lat: 44.093583, Lng: -88.820050), Route carried "on" structure: City street , Year Built: 1926, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 90 (year 2019), Average Future Daily Traffic: 99 (year 2039), Design Load: HS 20, Features Intersected: PUMPKINSEED CREEK, Facility Carried by Structure: LRD RUSHFORD AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.6m (31.5ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 42.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: P700056, Location: 1.2M S JCT CTH G (Lat: 44.121983, Lng: -88.523350), Route carried "on" structure: City street , Year Built: 1925, Year Reconstructed: 1960, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 38 (year 2020), Average Future Daily Traffic: 38 (year 2040), Design Load: HS 20, Features Intersected: NEENAH SLOUGH, Facility Carried by Structure: LRD WOODENSHOE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.3m (27.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 62.1 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: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $10,000, Total Project Cost: $150,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: P700056, Location: 1.2M S JCT CTH G (Lat: 44.121983, Lng: -88.523350), Route carried "on" structure: City street , Year Built: 1925, Year Reconstructed: 1960, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 38 (year 2020), Average Future Daily Traffic: 38 (year 2040), Design Load: HS 20, Features Intersected: NEENAH SLOUGH, Facility Carried by Structure: LRD WOODENSHOE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.3m (27.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 62.1 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: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $10,000, Total Project Cost: $150,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: P700903, Location: 0.2M S JCT CTH B (Lat: 44.121400, Lng: -88.785133), Route carried "on" structure: City street , Year Built: 1920, Year Reconstructed: 1960, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 40 (year 2019), Average Future Daily Traffic: 44 (year 2040), Design Load: HS 20, Features Intersected: LAKE POYGAN TRIB, Facility Carried by Structure: LRD QUIGLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Very good, Operating Rating: 29.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.19m (3.90ft), Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Bridge Improvement Cost: $91,000, Roadway Improvement Cost: $9,000, Total Project Cost: $136,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: P700903, Location: 0.2M S JCT CTH B (Lat: 44.121400, Lng: -88.785133), Route carried "on" structure: City street , Year Built: 1920, Year Reconstructed: 1960, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 40 (year 2019), Average Future Daily Traffic: 44 (year 2040), Design Load: HS 20, Features Intersected: LAKE POYGAN TRIB, Facility Carried by Structure: LRD QUIGLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Very good, Operating Rating: 29.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.19m (3.90ft), Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Bridge Improvement Cost: $91,000, Roadway Improvement Cost: $9,000, Total Project Cost: $136,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: P700905, Location: 1.0M W JCT CTH T (Lat: 44.118667, Lng: -88.603767), Route carried "on" structure: City street , Year Built: 1930, Year Reconstructed: 1965, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 82 (year 2020), Average Future Daily Traffic: 83 (year 2039), Design Load: HS 20, Features Intersected: SKELTON CREEK, Facility Carried by Structure: LRD MAXWELL 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: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 31.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: P700905, Location: 1.0M W JCT CTH T (Lat: 44.118667, Lng: -88.603767), Route carried "on" structure: City street , Year Built: 1930, Year Reconstructed: 1965, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 82 (year 2020), Average Future Daily Traffic: 83 (year 2039), Design Load: HS 20, Features Intersected: SKELTON CREEK, Facility Carried by Structure: LRD MAXWELL 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: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 31.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: B700217, Location: 1.5M N JCT USH 41 (Lat: 44.096528, Lng: -88.618511), Route carried "under" structure: US 45, Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 17,000 (year 2020), Features Intersected: USH 45, Facility Carried by Structure: LRD BROOKS RD
Minimum Vertical Clearance: 5.17m (16.96ft), 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: 37.8m (124.0ft)
Structure Number: B700217, Location: 1.5M N JCT USH 41 (Lat: 44.096528, Lng: -88.618511), Route carried "under" structure: US 45, Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 17,000 (year 2020), Features Intersected: USH 45, Facility Carried by Structure: LRD BROOKS RD
Minimum Vertical Clearance: 5.17m (16.96ft), 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: 37.8m (124.0ft)
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Structure Number: B70022, Location: 2.6M N JCT USH 41 (Lat: 44.100903, Lng: -88.624161), Route carried "under" structure: US 45, Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 17,000 (year 2020), Truck Traffic: 6%, Features Intersected: USH 45, Facility Carried by Structure: LRD SKELETON BRIDG
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.5m (132.9ft)
Structure Number: B70022, Location: 2.6M N JCT USH 41 (Lat: 44.100903, Lng: -88.624161), Route carried "under" structure: US 45, Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 17,000 (year 2020), Truck Traffic: 6%, Features Intersected: USH 45, Facility Carried by Structure: LRD SKELETON BRIDG
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.5m (132.9ft)
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Structure Number: B700287, Location: AT CTH GG (Lat: 44.112397, Lng: -88.521328), Route carried "under" structure: Interstate 41, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 59,900 (year 2021), Features Intersected: IH 41, Facility Carried by Structure: CTH GG
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.2m (108.9ft)
Structure Number: B700287, Location: AT CTH GG (Lat: 44.112397, Lng: -88.521328), Route carried "under" structure: Interstate 41, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 59,900 (year 2021), Features Intersected: IH 41, Facility Carried by Structure: CTH GG
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.2m (108.9ft)