Bridge Statistics for Kronenwetter, Wisconsin (WI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 95ft / 29.2mTotal length
- $193,000Total costs
- 94,303Total average daily traffic
- 3,572Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Kronenwetter
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 31970-1979
- 21980-1989
- 11990-1999
- 52000-2009
- 12010-2019
- 12020-2022
- Bridge Condition - Deck
- 33.3%Very good
- 44.4%Good
- 11.1%Satisfactory
- 11.1%Fair
- Bridge Condition - Superstructure
- 55.6%Very good
- 22.2%Good
- 11.1%Satisfactory
- 11.1%Fair
- Bridge Condition - Substructure
- 11.1%Excellent
- 11.1%Very good
- 55.6%Good
- 22.2%Fair
- Bridge Condition - Channel
- 63.6%Very good
- 9.1%Good
- 18.2%Satisfactory
- 9.1%Fair
- Bridge Condition - Culverts
- 66.7%Good
- 33.3%Poor
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Structure Number: B370272, Location: 0.7M S JCT CTH X (Lat: 44.842472, Lng: -89.582581), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 60 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 66 (year 2039), Design Load: HS 20, Features Intersected: BULL JUNIOR CREEK, Facility Carried by Structure: LRD PLEASANT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very 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: Somewhat better than minimum adequacy, 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B370272, Location: 0.7M S JCT CTH X (Lat: 44.842472, Lng: -89.582581), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 60 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 66 (year 2039), Design Load: HS 20, Features Intersected: BULL JUNIOR CREEK, Facility Carried by Structure: LRD PLEASANT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very 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: Somewhat better than minimum adequacy, 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: 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: B370322, Location: 1.3M S JCT STH 153 (Lat: 44.775375, Lng: -89.586150), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 60 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 66 (year 2039), Design Load: HS 20, Features Intersected: JOHNSON CREEK, Facility Carried by Structure: LRD 16TH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 68.6 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, Waterway Adequacy: Equal 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: B370322, Location: 1.3M S JCT STH 153 (Lat: 44.775375, Lng: -89.586150), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 60 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 66 (year 2039), Design Load: HS 20, Features Intersected: JOHNSON CREEK, Facility Carried by Structure: LRD 16TH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 68.6 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, Waterway Adequacy: Equal 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: B3704, Location: 0.25 MI. S. JCT MAPLE RID (Lat: 44.808194, Lng: -89.673667), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 6.48m (21.26ft), Average Daily Traffic: 110 (year 2019), Average Future Daily Traffic: 121 (year 2039), Design Load: HS 20, Features Intersected: BULL JUNIOR CREEK, Facility Carried by Structure: LRD KRONENWETTER D
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 7 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B3704, Location: 0.25 MI. S. JCT MAPLE RID (Lat: 44.808194, Lng: -89.673667), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 6.48m (21.26ft), Average Daily Traffic: 110 (year 2019), Average Future Daily Traffic: 121 (year 2039), Design Load: HS 20, Features Intersected: BULL JUNIOR CREEK, Facility Carried by Structure: LRD KRONENWETTER D
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 7 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B370407, Location: 0.2M N CTH C (Lat: 44.843833, Lng: -89.646528), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 8.79m (28.84ft), Average Daily Traffic: 2,000 (year 2019), Average Future Daily Traffic: 2,340 (year 2037), Design Load: HL 93, Features Intersected: IH 39, Facility Carried by Structure: LRD KOWALSKI RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.3m (142.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.0m, Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 27.7m (90.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 55.7 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: 43.1 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B370407, Location: 0.2M N CTH C (Lat: 44.843833, Lng: -89.646528), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 8.79m (28.84ft), Average Daily Traffic: 2,000 (year 2019), Average Future Daily Traffic: 2,340 (year 2037), Design Load: HL 93, Features Intersected: IH 39, Facility Carried by Structure: LRD KOWALSKI RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.3m (142.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.0m, Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 27.7m (90.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 55.7 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: 43.1 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2018, 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: B370417, Location: 1.6M N JCT STH 153 TO E (Lat: 44.807839, Lng: -89.674881), Route carried "on" structure: Interstate 39, Year Built: 2009, Status: Open, Structure Length: 2.78m (9.12ft), Average Daily Traffic: 29,800 (year 2019), Average Future Daily Traffic: 29,300 (year 2039), Design Load: HS 25 or greater, Features Intersected: BULL JUNIOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, 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: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 21.6m (70.9ft), Out-to-Out Width: 22.4m (73.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, 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: 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B370417, Location: 1.6M N JCT STH 153 TO E (Lat: 44.807839, Lng: -89.674881), Route carried "on" structure: Interstate 39, Year Built: 2009, Status: Open, Structure Length: 2.78m (9.12ft), Average Daily Traffic: 29,800 (year 2019), Average Future Daily Traffic: 29,300 (year 2039), Design Load: HS 25 or greater, Features Intersected: BULL JUNIOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, 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: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 21.6m (70.9ft), Out-to-Out Width: 22.4m (73.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, 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: 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 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: B370455, Location: 2.0M W JCT CTH X (Lat: 44.811408, Lng: -89.659953), Route carried "on" structure: City street , Year Built: 2020, Status: Open, Structure Length: 1.45m (4.76ft), Average Daily Traffic: 150 (year 2019), Average Future Daily Traffic: 223 (year 2039), Design Load: HL 93, Features Intersected: BULL JUNIOR CREEK, Facility Carried by Structure: LRD MAPLE RIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Very good, Operating Rating: 56.4 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: 43.4 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 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: October 2020
Structure Number: B370455, Location: 2.0M W JCT CTH X (Lat: 44.811408, Lng: -89.659953), Route carried "on" structure: City street , Year Built: 2020, Status: Open, Structure Length: 1.45m (4.76ft), Average Daily Traffic: 150 (year 2019), Average Future Daily Traffic: 223 (year 2039), Design Load: HL 93, Features Intersected: BULL JUNIOR CREEK, Facility Carried by Structure: LRD MAPLE RIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Very good, Operating Rating: 56.4 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: 43.4 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 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: October 2020
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Structure Number: P370325, Location: 3.8M N JCT CTH B (Lat: 44.843778, Lng: -89.705672), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 1.63m (5.35ft), Average Daily Traffic: 706 (year 2019), Average Future Daily Traffic: 776 (year 2040), Design Load: H 20, Features Intersected: FOUR MILE CREEK, Facility Carried by Structure: CTH KK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.1m (49.5ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 53.9 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: 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: P370325, Location: 3.8M N JCT CTH B (Lat: 44.843778, Lng: -89.705672), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 1.63m (5.35ft), Average Daily Traffic: 706 (year 2019), Average Future Daily Traffic: 776 (year 2040), Design Load: H 20, Features Intersected: FOUR MILE CREEK, Facility Carried by Structure: CTH KK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.1m (49.5ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 53.9 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: 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: P370327, Location: 1.2M S JCT CTH XX (Lat: 44.833728, Lng: -89.608847), Route carried "on" structure: County highway , Year Built: 1976, Year Reconstructed: 2013, Status: Open, Structure Length: 1.33m (4.36ft), Average Daily Traffic: 1,717 (year 2019), Average Future Daily Traffic: 1,888 (year 2040), Design Load: HL 93, Features Intersected: BULL JUNIOR CREEK, Facility Carried by Structure: CTH X
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.0m (39.4ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Very good, Operating Rating: 47.3 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: 36.6 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: Somewhat better than minimum adequacy, 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, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: P370327, Location: 1.2M S JCT CTH XX (Lat: 44.833728, Lng: -89.608847), Route carried "on" structure: County highway , Year Built: 1976, Year Reconstructed: 2013, Status: Open, Structure Length: 1.33m (4.36ft), Average Daily Traffic: 1,717 (year 2019), Average Future Daily Traffic: 1,888 (year 2040), Design Load: HL 93, Features Intersected: BULL JUNIOR CREEK, Facility Carried by Structure: CTH X
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.0m (39.4ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Very good, Operating Rating: 47.3 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: 36.6 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: Somewhat better than minimum adequacy, 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, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: P370946, Location: 0.9M S JCT CTH X (Lat: 44.846553, Lng: -89.572347), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 55 (year 2039), Design Load: HS 20, Features Intersected: BULL JUNIOR CREEK, Facility Carried by Structure: LRD CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: P370946, Location: 0.9M S JCT CTH X (Lat: 44.846553, Lng: -89.572347), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 55 (year 2039), Design Load: HS 20, Features Intersected: BULL JUNIOR CREEK, Facility Carried by Structure: LRD CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: P370947, Location: 1.5M S JCT CTH X (Lat: 44.837450, Lng: -89.572344), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 55 (year 2040), Design Load: H 15, Features Intersected: SAMPSON CREEK, Facility Carried by Structure: LRD CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Poor, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $128,000, Roadway Improvement Cost: $12,000, Total Project Cost: $193,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: P370947, Location: 1.5M S JCT CTH X (Lat: 44.837450, Lng: -89.572344), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 55 (year 2040), Design Load: H 15, Features Intersected: SAMPSON CREEK, Facility Carried by Structure: LRD CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Poor, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $128,000, Roadway Improvement Cost: $12,000, Total Project Cost: $193,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: P370948, Location: 5.0M E JCT CTH X (Lat: 44.801381, Lng: -89.524042), Route carried "on" structure: City street , Year Built: 1935, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 51 (year 2039), Design Load: H 15, Features Intersected: JOHNSON CREEK, Facility Carried by Structure: LRD NORTH RD (DEAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.9m (22.6ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 37.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: P370948, Location: 5.0M E JCT CTH X (Lat: 44.801381, Lng: -89.524042), Route carried "on" structure: City street , Year Built: 1935, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 51 (year 2039), Design Load: H 15, Features Intersected: JOHNSON CREEK, Facility Carried by Structure: LRD NORTH RD (DEAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.9m (22.6ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 37.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: P370972, Location: 0.9M S JCT CTH X (Lat: 44.838639, Lng: -89.582469), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 55 (year 2039), Design Load: HS 20, Features Intersected: SAMPSON CREEK, Facility Carried by Structure: LRD PLEASENT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.8m (9.2ft)
Condition: Channel: Satisfactory, 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: 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: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: P370972, Location: 0.9M S JCT CTH X (Lat: 44.838639, Lng: -89.582469), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 55 (year 2039), Design Load: HS 20, Features Intersected: SAMPSON CREEK, Facility Carried by Structure: LRD PLEASENT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.8m (9.2ft)
Condition: Channel: Satisfactory, 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: 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: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: B370407, Location: 2.8M N STH153 (Lat: 44.843833, Lng: -89.646528), Route carried "under" structure: Interstate 39, Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 29,800 (year 2019), Features Intersected: IH 39, Facility Carried by Structure: LRD KOWALSKI RD
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.3m (142.1ft)
Structure Number: B370407, Location: 2.8M N STH153 (Lat: 44.843833, Lng: -89.646528), Route carried "under" structure: Interstate 39, Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 29,800 (year 2019), Features Intersected: IH 39, Facility Carried by Structure: LRD KOWALSKI RD
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.3m (142.1ft)
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Structure Number: B37042, Location: 2.0M N JCT STH 153 TO E (Lat: 44.811194, Lng: -89.672917), Route carried "under" structure: Interstate 39, Year Built: 2012, Structure Length: 0. m, Average Daily Traffic: 29,700 (year 2019), Truck Traffic: 12%, Features Intersected: IH 39, Facility Carried by Structure: LRD MAPLE RIDGE RD
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.8m (137.1ft)
Structure Number: B37042, Location: 2.0M N JCT STH 153 TO E (Lat: 44.811194, Lng: -89.672917), Route carried "under" structure: Interstate 39, Year Built: 2012, Structure Length: 0. m, Average Daily Traffic: 29,700 (year 2019), Truck Traffic: 12%, Features Intersected: IH 39, Facility Carried by Structure: LRD MAPLE RIDGE RD
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.8m (137.1ft)