Bridge Statistics for Longwood, Wisconsin (WI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 174ft / 52.6mTotal length
- $1,863,000Total costs
- 39,965Total average daily traffic
- 3,556Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Longwood
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11940-1949
- 51960-1969
- 41980-1989
- 21990-1999
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 01960-1969
- 01970-1979
- 01980-1989
- 31990-1999
- Bridge Condition - Deck
- 9.1%Very good
- 9.1%Good
- 45.5%Satisfactory
- 9.1%Fair
- 27.3%Poor
- Bridge Condition - Superstructure
- 27.3%Very good
- 36.4%Good
- 9.1%Satisfactory
- 18.2%Fair
- 9.1%Poor
- Bridge Condition - Substructure
- 18.2%Very good
- 36.4%Good
- 36.4%Satisfactory
- 9.1%Poor
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Structure Number: B100012, Location: 0.5M W JCT CTH D (Lat: 44.947978, Lng: -90.567067), Route carried "on" structure: County highway , Year Built: 1925, Year Reconstructed: 1955, Status: Open, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 3,480 (year 2019), Average Future Daily Traffic: 3,828 (year 2039), Design Load: H 20, Features Intersected: POPPLE RIVER, Facility Carried by Structure: CTH X 3RD ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.1m (36.4ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 44.1 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: Somewhat better than minimum adequacy, Deck Geometry: 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B100012, Location: 0.5M W JCT CTH D (Lat: 44.947978, Lng: -90.567067), Route carried "on" structure: County highway , Year Built: 1925, Year Reconstructed: 1955, Status: Open, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 3,480 (year 2019), Average Future Daily Traffic: 3,828 (year 2039), Design Load: H 20, Features Intersected: POPPLE RIVER, Facility Carried by Structure: CTH X 3RD ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.1m (36.4ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 44.1 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: Somewhat better than minimum adequacy, Deck Geometry: 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B100019, Location: 0.8M E JCT CTH O (Lat: 44.942544, Lng: -90.643800), Route carried "on" structure: State highway 29, Year Built: 1961, Year Reconstructed: 1996, Status: Open, Structure Length: 9.88m (32.41ft), Average Daily Traffic: 7,500 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 8,050 (year 2040), Design Load: HS 20, Features Intersected: BLACK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 45.7 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B100019, Location: 0.8M E JCT CTH O (Lat: 44.942544, Lng: -90.643800), Route carried "on" structure: State highway 29, Year Built: 1961, Year Reconstructed: 1996, Status: Open, Structure Length: 9.88m (32.41ft), Average Daily Traffic: 7,500 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 8,050 (year 2040), Design Load: HS 20, Features Intersected: BLACK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 45.7 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: B10002, Location: 0.4M E JCT CTH DD (Lat: 44.940739, Lng: -90.570058), Route carried "on" structure: State highway 29, Year Built: 1961, Year Reconstructed: 1998, Status: Open, Structure Length: 5.93m (19.46ft), Average Daily Traffic: 5,800 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 10,940 (year 2040), Design Load: HS 20, Features Intersected: POPPLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.6m (64.3ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 75.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: B10002, Location: 0.4M E JCT CTH DD (Lat: 44.940739, Lng: -90.570058), Route carried "on" structure: State highway 29, Year Built: 1961, Year Reconstructed: 1998, Status: Open, Structure Length: 5.93m (19.46ft), Average Daily Traffic: 5,800 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 10,940 (year 2040), Design Load: HS 20, Features Intersected: POPPLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.6m (64.3ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 75.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: B100022, Location: 1.0M E JCT CTH DD (Lat: 44.943175, Lng: -90.557222), Route carried "on" structure: State highway 29, Year Built: 1962, Year Reconstructed: 1998, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 5,800 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 10,940 (year 2040), Design Load: HS 20, Features Intersected: CTH D
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), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 82.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B100022, Location: 1.0M E JCT CTH DD (Lat: 44.943175, Lng: -90.557222), Route carried "on" structure: State highway 29, Year Built: 1962, Year Reconstructed: 1998, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 5,800 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 10,940 (year 2040), Design Load: HS 20, Features Intersected: CTH D
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), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 82.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: B10004, Location: 2.7M N JCT CTH G (Lat: 44.809719, Lng: -90.598175), Route carried "on" structure: State highway 73, Year Built: 1980, Status: Open, Structure Length: 1.99m (6.53ft), Average Daily Traffic: 2,200 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 3,090 (year 2040), Design Load: HS 20, Features Intersected: GILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $303,000, Roadway Improvement Cost: $30,000, Total Project Cost: $455,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B10004, Location: 2.7M N JCT CTH G (Lat: 44.809719, Lng: -90.598175), Route carried "on" structure: State highway 73, Year Built: 1980, Status: Open, Structure Length: 1.99m (6.53ft), Average Daily Traffic: 2,200 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 3,090 (year 2040), Design Load: HS 20, Features Intersected: GILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $303,000, Roadway Improvement Cost: $30,000, Total Project Cost: $455,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B100045, Location: 0.9M E JCT CTH O (Lat: 44.885800, Lng: -90.642281), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 7.49m (24.57ft), Average Daily Traffic: 116 (year 2019), Average Future Daily Traffic: 127 (year 2039), Design Load: H 20, Features Intersected: BLACK RIVER, Facility Carried by Structure: LRD COLBY FACTORY
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: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.9m (81.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 49.0 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: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B100045, Location: 0.9M E JCT CTH O (Lat: 44.885800, Lng: -90.642281), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 7.49m (24.57ft), Average Daily Traffic: 116 (year 2019), Average Future Daily Traffic: 127 (year 2039), Design Load: H 20, Features Intersected: BLACK RIVER, Facility Carried by Structure: LRD COLBY FACTORY
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: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.9m (81.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 49.0 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: 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: 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: B100049, Location: 1.3M E JCT STH 73 (Lat: 44.886014, Lng: -90.571611), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 5.11m (16.77ft), Average Daily Traffic: 464 (year 2019), Average Future Daily Traffic: 510 (year 2039), Design Load: H 20, Features Intersected: POPPLE RIVER, Facility Carried by Structure: CTH N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.9m (55.4ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Channel: Very good, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B100049, Location: 1.3M E JCT STH 73 (Lat: 44.886014, Lng: -90.571611), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 5.11m (16.77ft), Average Daily Traffic: 464 (year 2019), Average Future Daily Traffic: 510 (year 2039), Design Load: H 20, Features Intersected: POPPLE RIVER, Facility Carried by Structure: CTH N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.9m (55.4ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Channel: Very good, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: B100094, Location: 2.5M S JCT CTH N (Lat: 44.879094, Lng: -90.618858), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 36 (year 2019), Average Future Daily Traffic: 39 (year 2039), Design Load: HS 20, Features Intersected: BR BLACK RIVER, Facility Carried by Structure: LRD RIVER AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: Very good, Channel: Very good, Operating Rating: 57.0 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, Waterway Adequacy: Equal to present desirable 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: B100094, Location: 2.5M S JCT CTH N (Lat: 44.879094, Lng: -90.618858), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 36 (year 2019), Average Future Daily Traffic: 39 (year 2039), Design Load: HS 20, Features Intersected: BR BLACK RIVER, Facility Carried by Structure: LRD RIVER AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: Very good, Channel: Very good, Operating Rating: 57.0 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, Waterway Adequacy: Equal to present desirable 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: B100177, Location: 1.7M N JCT CTH N TO W (Lat: 44.940594, Lng: -90.597633), Route carried "on" structure: State highway 73, Year Built: 1994, Status: Open, Structure Length: 6.20m (20.34ft), Average Daily Traffic: 1,800 (year 2019), Average Future Daily Traffic: 1,800 (year 2040), Design Load: HS 20, Features Intersected: STH 29
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: 16.5m (54.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B100177, Location: 1.7M N JCT CTH N TO W (Lat: 44.940594, Lng: -90.597633), Route carried "on" structure: State highway 73, Year Built: 1994, Status: Open, Structure Length: 6.20m (20.34ft), Average Daily Traffic: 1,800 (year 2019), Average Future Daily Traffic: 1,800 (year 2040), Design Load: HS 20, Features Intersected: STH 29
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: 16.5m (54.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: B100981, Location: 0.6M E JCT CTH O (Lat: 44.915142, Lng: -90.647006), Route carried "on" structure: County highway , Year Built: 1948, Status: Open, Structure Length: 8.50m (27.89ft), Average Daily Traffic: 394 (year 2019), Average Future Daily Traffic: 433 (year 2040), Design Load: HS 20, Features Intersected: BLACK RIVER, Facility Carried by Structure: CTH N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 39.2 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: 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, Length Of Structure Improvement: 8.96m (29.40ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $846,000, Roadway Improvement Cost: $84,000, Total Project Cost: $1,270,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: B100981, Location: 0.6M E JCT CTH O (Lat: 44.915142, Lng: -90.647006), Route carried "on" structure: County highway , Year Built: 1948, Status: Open, Structure Length: 8.50m (27.89ft), Average Daily Traffic: 394 (year 2019), Average Future Daily Traffic: 433 (year 2040), Design Load: HS 20, Features Intersected: BLACK RIVER, Facility Carried by Structure: CTH N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 39.2 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: 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, Length Of Structure Improvement: 8.96m (29.40ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $846,000, Roadway Improvement Cost: $84,000, Total Project Cost: $1,270,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: P100912, Location: 1.9M W JCT STH 73 (Lat: 44.871861, Lng: -90.637528), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 25 (year 2019), Average Future Daily Traffic: 26 (year 2040), Design Load: H 15, Features Intersected: BR BLACK RIVER, Facility Carried by Structure: LRD CLOVERDALE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Very good, Operating Rating: 34.3 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.19m (3.90ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $92,000, Roadway Improvement Cost: $9,000, Total Project Cost: $138,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: P100912, Location: 1.9M W JCT STH 73 (Lat: 44.871861, Lng: -90.637528), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 25 (year 2019), Average Future Daily Traffic: 26 (year 2040), Design Load: H 15, Features Intersected: BR BLACK RIVER, Facility Carried by Structure: LRD CLOVERDALE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Very good, Operating Rating: 34.3 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.19m (3.90ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $92,000, Roadway Improvement Cost: $9,000, Total Project Cost: $138,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: B100022, Location: 0.3M S JCT CTH X (Lat: 44.943175, Lng: -90.557222), Route carried "under" structure: County highway , Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 450 (year 2019), Features Intersected: CTH D, Facility Carried by Structure: STH 29 EB
Minimum Vertical Clearance: 5.60m (18.37ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft)
Structure Number: B100022, Location: 0.3M S JCT CTH X (Lat: 44.943175, Lng: -90.557222), Route carried "under" structure: County highway , Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 450 (year 2019), Features Intersected: CTH D, Facility Carried by Structure: STH 29 EB
Minimum Vertical Clearance: 5.60m (18.37ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft)
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Structure Number: B100177, Location: 3.0M E JCT CTH O (Lat: 44.940594, Lng: -90.597633), Route carried "under" structure: State highway 29, Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 11,900 (year 2019), Truck Traffic: 8%, Features Intersected: STH 29, Facility Carried by Structure: STH 73 SB
Minimum Vertical Clearance: 5.13m (16.83ft), 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: 21.3m (69.9ft)
Structure Number: B100177, Location: 3.0M E JCT CTH O (Lat: 44.940594, Lng: -90.597633), Route carried "under" structure: State highway 29, Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 11,900 (year 2019), Truck Traffic: 8%, Features Intersected: STH 29, Facility Carried by Structure: STH 73 SB
Minimum Vertical Clearance: 5.13m (16.83ft), 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: 21.3m (69.9ft)