Bridge Statistics for Harrison, Wisconsin (WI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 112ft / 33.9mTotal length
- $1,609,000Total costs
- 268,561Total average daily traffic
- 8,711Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Harrison
- No street view available for this location
- New bridges - historical statistics
- 11980-1989
- 121990-1999
- Bridge Condition - Deck
- 85.7%Good
- 14.3%Satisfactory
- Bridge Condition - Superstructure
- 71.4%Good
- 28.6%Satisfactory
- Bridge Condition - Substructure
- 42.9%Good
- 57.1%Satisfactory
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Structure Number: B08002, Location: 0.5M E JCT CTH H (Lat: 43.970000, Lng: -88.221944), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 61 (year 2019), Average Future Daily Traffic: 67 (year 2039), Design Load: HS 20, Features Intersected: S BR MANITOWOC RIVER, Facility Carried by Structure: LRD ST CHARLES RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 55.5 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B08002, Location: 0.5M E JCT CTH H (Lat: 43.970000, Lng: -88.221944), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 61 (year 2019), Average Future Daily Traffic: 67 (year 2039), Design Load: HS 20, Features Intersected: S BR MANITOWOC RIVER, Facility Carried by Structure: LRD ST CHARLES RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 55.5 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: B080024, Location: 1.0M E JCT USH 10 (Lat: 44.232828, Lng: -88.379047), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 6.32m (20.73ft), Average Daily Traffic: 43,200 (year 2022), Average Future Daily Traffic: 10,000 (year 2041), Design Load: HS 20, Features Intersected: STH 441, Facility Carried by Structure: LRD TELULAH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.3m (106.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 5 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B080024, Location: 1.0M E JCT USH 10 (Lat: 44.232828, Lng: -88.379047), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 6.32m (20.73ft), Average Daily Traffic: 43,200 (year 2022), Average Future Daily Traffic: 10,000 (year 2041), Design Load: HS 20, Features Intersected: STH 441, Facility Carried by Structure: LRD TELULAH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.3m (106.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 5 months, Inspection Date: Febuary 2022, 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: B080025, Location: 2.1M N JCT USH 10 (Lat: 44.237306, Lng: -88.363275), Route carried "on" structure: State highway 441, Year Built: 1993, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 19,350 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 26,700 (year 2039), Design Load: HS 20, Features Intersected: LRD LAKE PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.0m (75.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 29 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B080025, Location: 2.1M N JCT USH 10 (Lat: 44.237306, Lng: -88.363275), Route carried "on" structure: State highway 441, Year Built: 1993, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 19,350 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 26,700 (year 2039), Design Load: HS 20, Features Intersected: LRD LAKE PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.0m (75.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 29 months, Inspection Date: Febuary 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: B080026, Location: 0.5M S JCT CTH KK (Lat: 44.237878, Lng: -88.362803), Route carried "on" structure: State highway 441, Year Built: 1993, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 22,250 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 18,414 (year 2039), Design Load: HS 20, Features Intersected: LRD LAKE PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.0m (75.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 29 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B080026, Location: 0.5M S JCT CTH KK (Lat: 44.237878, Lng: -88.362803), Route carried "on" structure: State highway 441, Year Built: 1993, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 22,250 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 18,414 (year 2039), Design Load: HS 20, Features Intersected: LRD LAKE PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.0m (75.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 29 months, Inspection Date: Febuary 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: B080027, Location: 2.5M N JCT USH 10 (Lat: 44.243592, Lng: -88.355397), Route carried "on" structure: State highway 441, Year Built: 1993, Status: Open, Structure Length: 4.99m (16.37ft), Average Daily Traffic: 19,350 (year 2022), Truck Traffic: 14%, Average Future Daily Traffic: 35,700 (year 2041), Design Load: HS 20, Features Intersected: CTH KK
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: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.4m (86.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 55.5 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 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 5 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B080027, Location: 2.5M N JCT USH 10 (Lat: 44.243592, Lng: -88.355397), Route carried "on" structure: State highway 441, Year Built: 1993, Status: Open, Structure Length: 4.99m (16.37ft), Average Daily Traffic: 19,350 (year 2022), Truck Traffic: 14%, Average Future Daily Traffic: 35,700 (year 2041), Design Load: HS 20, Features Intersected: CTH KK
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: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.4m (86.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 55.5 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 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 5 months, Inspection Date: Febuary 2022, 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: B080028, Location: 1.0M S JCT CTH CE (Lat: 44.244036, Lng: -88.355742), Route carried "on" structure: State highway 441, Year Built: 1993, Status: Open, Structure Length: 4.99m (16.37ft), Average Daily Traffic: 19,350 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 23,330 (year 2041), Design Load: HS 20, Features Intersected: CTH KK
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: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 57.0 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: Equal to 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 5 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B080028, Location: 1.0M S JCT CTH CE (Lat: 44.244036, Lng: -88.355742), Route carried "on" structure: State highway 441, Year Built: 1993, Status: Open, Structure Length: 4.99m (16.37ft), Average Daily Traffic: 19,350 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 23,330 (year 2041), Design Load: HS 20, Features Intersected: CTH KK
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: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 57.0 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: Equal to 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 5 months, Inspection Date: Febuary 2022, 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: B080031, Location: 2.5M W JCT STH 55 (Lat: 44.207225, Lng: -88.333375), Route carried "on" structure: State highway 114, Year Built: 1993, Status: Open, Structure Length: 8.19m (26.87ft), Average Daily Traffic: 3,300 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 10,390 (year 2041), Design Load: HS 20, Features Intersected: USH 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.7m (136.8ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 60.4 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: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.63m (28.31ft), Designated Inspection Frequency: Every 5 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $1,072,000, Roadway Improvement Cost: $107,000, Total Project Cost: $1,609,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B080031, Location: 2.5M W JCT STH 55 (Lat: 44.207225, Lng: -88.333375), Route carried "on" structure: State highway 114, Year Built: 1993, Status: Open, Structure Length: 8.19m (26.87ft), Average Daily Traffic: 3,300 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 10,390 (year 2041), Design Load: HS 20, Features Intersected: USH 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.7m (136.8ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 60.4 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: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.63m (28.31ft), Designated Inspection Frequency: Every 5 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $1,072,000, Roadway Improvement Cost: $107,000, Total Project Cost: $1,609,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B080024, Location: 1.1M N JCT USH 10 (Lat: 44.232828, Lng: -88.379047), Route carried "under" structure: State highway 441, Year Built: 1992, Structure Length: 0. m, Average Daily Traffic: 38,700 (year 2022), Truck Traffic: 2%, Features Intersected: STH 441, Facility Carried by Structure: LRD TELULAH AVE
Minimum Vertical Clearance: 4.87m (15.98ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.3m (106.0ft)
Structure Number: B080024, Location: 1.1M N JCT USH 10 (Lat: 44.232828, Lng: -88.379047), Route carried "under" structure: State highway 441, Year Built: 1992, Structure Length: 0. m, Average Daily Traffic: 38,700 (year 2022), Truck Traffic: 2%, Features Intersected: STH 441, Facility Carried by Structure: LRD TELULAH AVE
Minimum Vertical Clearance: 4.87m (15.98ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.3m (106.0ft)
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Structure Number: B080025, Location: 2.2M N JCT STH 114 (Lat: 44.237306, Lng: -88.363275), Route carried "under" structure: City street , Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 10,200 (year 2020), Features Intersected: LRD LAKE PARK ROAD, Facility Carried by Structure: STH 441 NB
Minimum Vertical Clearance: 4.96m (16.27ft), 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: 23.0m (75.5ft)
Structure Number: B080025, Location: 2.2M N JCT STH 114 (Lat: 44.237306, Lng: -88.363275), Route carried "under" structure: City street , Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 10,200 (year 2020), Features Intersected: LRD LAKE PARK ROAD, Facility Carried by Structure: STH 441 NB
Minimum Vertical Clearance: 4.96m (16.27ft), 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: 23.0m (75.5ft)
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Structure Number: B080026, Location: 2.2M N JCT STH 114 (Lat: 44.237878, Lng: -88.362803), Route carried "under" structure: City street , Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 9,800 (year 2018), Features Intersected: LRD LAKE PARK ROAD, Facility Carried by Structure: STH 441 SB
Minimum Vertical Clearance: 4.79m (15.72ft), 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: 23.0m (75.5ft)
Structure Number: B080026, Location: 2.2M N JCT STH 114 (Lat: 44.237878, Lng: -88.362803), Route carried "under" structure: City street , Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 9,800 (year 2018), Features Intersected: LRD LAKE PARK ROAD, Facility Carried by Structure: STH 441 SB
Minimum Vertical Clearance: 4.79m (15.72ft), 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: 23.0m (75.5ft)
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Structure Number: B080027, Location: 0.5M W JCT CTH P (Lat: 44.243592, Lng: -88.355397), Route carried "under" structure: County highway , Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 34,900 (year 2022), Features Intersected: CTH KK, Facility Carried by Structure: STH 441 NB
Minimum Vertical Clearance: 5.10m (16.73ft), 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: 26.4m (86.6ft)
Structure Number: B080027, Location: 0.5M W JCT CTH P (Lat: 44.243592, Lng: -88.355397), Route carried "under" structure: County highway , Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 34,900 (year 2022), Features Intersected: CTH KK, Facility Carried by Structure: STH 441 NB
Minimum Vertical Clearance: 5.10m (16.73ft), 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: 26.4m (86.6ft)
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Structure Number: B080028, Location: 0.5M W JCT CTH P (Lat: 44.244036, Lng: -88.355742), Route carried "under" structure: County highway , Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 34,900 (year 2022), Features Intersected: CTH KK, Facility Carried by Structure: STH 441 SB
Minimum Vertical Clearance: 5.10m (16.73ft), 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: 26.5m (86.9ft)
Structure Number: B080028, Location: 0.5M W JCT CTH P (Lat: 44.244036, Lng: -88.355742), Route carried "under" structure: County highway , Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 34,900 (year 2022), Features Intersected: CTH KK, Facility Carried by Structure: STH 441 SB
Minimum Vertical Clearance: 5.10m (16.73ft), 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: 26.5m (86.9ft)
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Structure Number: B080031, Location: 3.5M E JCT STH 114 TO E (Lat: 44.207225, Lng: -88.333375), Route carried "under" structure: US 10, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 13,200 (year 2022), Truck Traffic: 13%, Features Intersected: USH 10, Facility Carried by Structure: STH 114 WB
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.7m (136.8ft)
Structure Number: B080031, Location: 3.5M E JCT STH 114 TO E (Lat: 44.207225, Lng: -88.333375), Route carried "under" structure: US 10, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 13,200 (year 2022), Truck Traffic: 13%, Features Intersected: USH 10, Facility Carried by Structure: STH 114 WB
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.7m (136.8ft)