Bridge Statistics for Emmet, Wisconsin (WI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 21Number of bridges
- 177ft / 53.5mTotal length
- $2,069,000Total costs
- 96,087Total average daily traffic
- 1,521Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Emmet
- No street view available for this location
- New bridges - historical statistics
- 21910-1919
- 11940-1949
- 11950-1959
- 51960-1969
- 31970-1979
- 92010-2019
- Bridge Condition - Deck
- 53.8%Good
- 15.4%Satisfactory
- 15.4%Fair
- 15.4%Poor
- Bridge Condition - Superstructure
- 46.2%Very good
- 7.7%Good
- 23.1%Satisfactory
- 15.4%Fair
- 7.7%Poor
- Bridge Condition - Substructure
- 30.8%Very good
- 23.1%Good
- 15.4%Satisfactory
- 15.4%Fair
- 15.4%Poor
- Bridge Condition - Channel
- 28.6%Very good
- 28.6%Good
- 42.9%Satisfactory
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Fair
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Structure Number: B140041, Location: 1.8M E JCT CTH Q (Lat: 43.217092, Lng: -88.734461), Route carried "on" structure: State highway 16, Year Built: 1959, Status: Open, Structure Length: 4.25m (13.94ft), Average Daily Traffic: 4,400 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 9,950 (year 2039), Design Load: HS 20, Features Intersected: CNW RR
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: 15.8m (51.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 49.0 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.69m (15.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $750,000, Roadway Improvement Cost: $75,000, Total Project Cost: $1,125,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: B140041, Location: 1.8M E JCT CTH Q (Lat: 43.217092, Lng: -88.734461), Route carried "on" structure: State highway 16, Year Built: 1959, Status: Open, Structure Length: 4.25m (13.94ft), Average Daily Traffic: 4,400 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 9,950 (year 2039), Design Load: HS 20, Features Intersected: CNW RR
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: 15.8m (51.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 49.0 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.69m (15.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $750,000, Roadway Improvement Cost: $75,000, Total Project Cost: $1,125,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: B140042, Location: 1.9M E JCT CTH Q (Lat: 43.216881, Lng: -88.732450), Route carried "on" structure: State highway 16, Year Built: 1960, Status: Open, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 7,100 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 9,950 (year 2039), Design Load: HS 20, Features Intersected: SILVER CREEK
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), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Fair, 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: 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B140042, Location: 1.9M E JCT CTH Q (Lat: 43.216881, Lng: -88.732450), Route carried "on" structure: State highway 16, Year Built: 1960, Status: Open, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 7,100 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 9,950 (year 2039), Design Load: HS 20, Features Intersected: SILVER CREEK
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), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Fair, 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: 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B140044, Location: 0.8M N JCT CTH R (Lat: 43.213142, Lng: -88.715533), Route carried "on" structure: County highway , Year Built: 1960, Year Reconstructed: 2005, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 1,700 (year 2019), Average Future Daily Traffic: 2,805 (year 2040), Design Load: H 20, Features Intersected: STH 16, Facility Carried by Structure: CTH M CENTER STR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 72 months, Inspection Date: September 2021, Other Special Inspection Date: November 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B140044, Location: 0.8M N JCT CTH R (Lat: 43.213142, Lng: -88.715533), Route carried "on" structure: County highway , Year Built: 1960, Year Reconstructed: 2005, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 1,700 (year 2019), Average Future Daily Traffic: 2,805 (year 2040), Design Load: H 20, Features Intersected: STH 16, Facility Carried by Structure: CTH M CENTER STR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 72 months, Inspection Date: September 2021, Other Special Inspection Date: November 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: B14019, Location: 1.0 MI N STH 19 (Lat: 43.211611, Lng: -88.761722), Route carried "on" structure: State highway 26, Year Built: 2012, Status: Open, Structure Length: 3.98m (13.06ft), Average Daily Traffic: 9,200 (year 2019), Average Future Daily Traffic: 12,600 (year 2039), Design Load: HS 25 or greater, Features Intersected: LRD WELCH 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: 12.5m (41.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 83.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 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: B14019, Location: 1.0 MI N STH 19 (Lat: 43.211611, Lng: -88.761722), Route carried "on" structure: State highway 26, Year Built: 2012, Status: Open, Structure Length: 3.98m (13.06ft), Average Daily Traffic: 9,200 (year 2019), Average Future Daily Traffic: 12,600 (year 2039), Design Load: HS 25 or greater, Features Intersected: LRD WELCH 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: 12.5m (41.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 83.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 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: B140191, Location: 1.1 MI. N STH 19 (Lat: 43.212222, Lng: -88.759167), Route carried "on" structure: State highway 26, Year Built: 2012, Status: Open, Structure Length: 4.77m (15.65ft), Average Daily Traffic: 9,200 (year 2019), Average Future Daily Traffic: 12,600 (year 2039), Design Load: HS 25 or greater, Features Intersected: CANADIAN PACIFIC RR
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: 12.5m (41.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 84.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, 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: B140191, Location: 1.1 MI. N STH 19 (Lat: 43.212222, Lng: -88.759167), Route carried "on" structure: State highway 26, Year Built: 2012, Status: Open, Structure Length: 4.77m (15.65ft), Average Daily Traffic: 9,200 (year 2019), Average Future Daily Traffic: 12,600 (year 2039), Design Load: HS 25 or greater, Features Intersected: CANADIAN PACIFIC RR
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: 12.5m (41.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 84.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, 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: B140192, Location: 0.6 MI. S JCT STH 16 (Lat: 43.212778, Lng: -88.758778), Route carried "on" structure: State highway 26, Year Built: 2012, Status: Open, Structure Length: 4.77m (15.65ft), Average Daily Traffic: 9,200 (year 2019), Average Future Daily Traffic: 12,600 (year 2039), Design Load: HS 25 or greater, Features Intersected: CANADIAN PACIFIC RR
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: 12.5m (41.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 84.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 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: B140192, Location: 0.6 MI. S JCT STH 16 (Lat: 43.212778, Lng: -88.758778), Route carried "on" structure: State highway 26, Year Built: 2012, Status: Open, Structure Length: 4.77m (15.65ft), Average Daily Traffic: 9,200 (year 2019), Average Future Daily Traffic: 12,600 (year 2039), Design Load: HS 25 or greater, Features Intersected: CANADIAN PACIFIC RR
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: 12.5m (41.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 84.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 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: B140193, Location: 1.9 MI. N STH 19 (Lat: 43.219500, Lng: -88.753000), Route carried "on" structure: State highway 16, Year Built: 2012, Status: Open, Structure Length: 7.06m (23.16ft), Average Daily Traffic: 9,200 (year 2019), Average Future Daily Traffic: 12,600 (year 2039), Design Load: HS 25 or greater, Features Intersected: STH 26
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.7m (117.1ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.5m (60.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 83.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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 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: B140193, Location: 1.9 MI. N STH 19 (Lat: 43.219500, Lng: -88.753000), Route carried "on" structure: State highway 16, Year Built: 2012, Status: Open, Structure Length: 7.06m (23.16ft), Average Daily Traffic: 9,200 (year 2019), Average Future Daily Traffic: 12,600 (year 2039), Design Load: HS 25 or greater, Features Intersected: STH 26
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.7m (117.1ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.5m (60.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 83.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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 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: B140194, Location: 0.8MI. E OF STH 26 (Lat: 43.217153, Lng: -88.736292), Route carried "on" structure: Business State highway 26, Year Built: 2012, Status: Open, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 8,100 (year 2019), Average Future Daily Traffic: 11,300 (year 2039), Design Load: HS 25 or greater, Features Intersected: STH 16
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: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 82.0 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, 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: B140194, Location: 0.8MI. E OF STH 26 (Lat: 43.217153, Lng: -88.736292), Route carried "on" structure: Business State highway 26, Year Built: 2012, Status: Open, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 8,100 (year 2019), Average Future Daily Traffic: 11,300 (year 2039), Design Load: HS 25 or greater, Features Intersected: STH 16
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: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 82.0 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, 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: B140195, Location: TBD (Lat: 43.226583, Lng: -88.749194), Route carried "on" structure: City street , Year Built: 2012, Status: Open, Structure Length: 7.85m (25.75ft), Average Daily Traffic: 1,800 (year 2019), Average Future Daily Traffic: 2,500 (year 2039), Design Load: HS 25 or greater, Features Intersected: STH 26, Facility Carried by Structure: LRD SILVER CREEK R
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: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.8m (130.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 80.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B140195, Location: TBD (Lat: 43.226583, Lng: -88.749194), Route carried "on" structure: City street , Year Built: 2012, Status: Open, Structure Length: 7.85m (25.75ft), Average Daily Traffic: 1,800 (year 2019), Average Future Daily Traffic: 2,500 (year 2039), Design Load: HS 25 or greater, Features Intersected: STH 26, Facility Carried by Structure: LRD SILVER CREEK R
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: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.8m (130.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 80.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: 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: P14012, Location: 0.7M W JCT CTH MM (Lat: 43.270142, Lng: -88.572683), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 58 (year 2019), Average Future Daily Traffic: 63 (year 2039), Design Load: H 15, Features Intersected: ROCK RIVER, Facility Carried by Structure: LRD DAVIDSON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.1 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 4.88m (16.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $374,000, Roadway Improvement Cost: $37,000, Total Project Cost: $561,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: P14012, Location: 0.7M W JCT CTH MM (Lat: 43.270142, Lng: -88.572683), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 58 (year 2019), Average Future Daily Traffic: 63 (year 2039), Design Load: H 15, Features Intersected: ROCK RIVER, Facility Carried by Structure: LRD DAVIDSON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.1 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 4.88m (16.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $374,000, Roadway Improvement Cost: $37,000, Total Project Cost: $561,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: P14013, Location: 0.4M E JCT STH 16 (Lat: 43.226389, Lng: -88.731778), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 215 (year 2019), Average Future Daily Traffic: 236 (year 2039), Design Load: H 20, Features Intersected: SILVER CREEK, Facility Carried by Structure: LRD SILVER CREEK R
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), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: 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: 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: Bituminous
Structure Number: P14013, Location: 0.4M E JCT STH 16 (Lat: 43.226389, Lng: -88.731778), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 215 (year 2019), Average Future Daily Traffic: 236 (year 2039), Design Load: H 20, Features Intersected: SILVER CREEK, Facility Carried by Structure: LRD SILVER CREEK R
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), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: 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: 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: Bituminous
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Structure Number: P140912, Location: 0.6M E JCT STH 16 (Lat: 43.254928, Lng: -88.720203), Route carried "on" structure: City street , Year Built: 1963, Status: Posted for load, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 176 (year 2019), Average Future Daily Traffic: 193 (year 2039), Design Load: H 15, Features Intersected: SILVER CREEK, Facility Carried by Structure: LRD SECOND STREET
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: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 26.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: P140912, Location: 0.6M E JCT STH 16 (Lat: 43.254928, Lng: -88.720203), Route carried "on" structure: City street , Year Built: 1963, Status: Posted for load, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 176 (year 2019), Average Future Daily Traffic: 193 (year 2039), Design Load: H 15, Features Intersected: SILVER CREEK, Facility Carried by Structure: LRD SECOND STREET
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: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 26.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: P14092, Location: 1.2M E JCT CTH P (Lat: 43.346994, Lng: -88.436906), Route carried "on" structure: County highway , Year Built: 1949, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 527 (year 2019), Average Future Daily Traffic: 579 (year 2040), Design Load: H 15, Features Intersected: BUTLER CREEK, 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: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 34.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $167,000, Roadway Improvement Cost: $16,000, Total Project Cost: $250,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: P14092, Location: 1.2M E JCT CTH P (Lat: 43.346994, Lng: -88.436906), Route carried "on" structure: County highway , Year Built: 1949, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 527 (year 2019), Average Future Daily Traffic: 579 (year 2040), Design Load: H 15, Features Intersected: BUTLER CREEK, 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: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 34.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $167,000, Roadway Improvement Cost: $16,000, Total Project Cost: $250,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: P140924, Location: 0.1M W JCT CTH E (Lat: 43.273014, Lng: -88.694144), Route carried "on" structure: City street , Year Built: 1960, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 10 (year 2019), Average Future Daily Traffic: 11 (year 2040), Design Load: H 15, Features Intersected: SILVER CREEK, Facility Carried by Structure: LRD APPLE ROAD (DE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.9m (22.6ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Good, Operating Rating: 24.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $88,000, Roadway Improvement Cost: $8,000, Total Project Cost: $133,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: P140924, Location: 0.1M W JCT CTH E (Lat: 43.273014, Lng: -88.694144), Route carried "on" structure: City street , Year Built: 1960, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 10 (year 2019), Average Future Daily Traffic: 11 (year 2040), Design Load: H 15, Features Intersected: SILVER CREEK, Facility Carried by Structure: LRD APPLE ROAD (DE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.9m (22.6ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Good, Operating Rating: 24.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $88,000, Roadway Improvement Cost: $8,000, Total Project Cost: $133,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: P140928, Location: 1.2M N JCT CTH MM TO E (Lat: 43.276206, Lng: -88.675022), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,266 (year 2019), Average Future Daily Traffic: 1,392 (year 2039), Design Load: H 15, Features Intersected: SILVER CREEK, Facility Carried by Structure: CTH E
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), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
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: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: P140928, Location: 1.2M N JCT CTH MM TO E (Lat: 43.276206, Lng: -88.675022), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,266 (year 2019), Average Future Daily Traffic: 1,392 (year 2039), Design Load: H 15, Features Intersected: SILVER CREEK, Facility Carried by Structure: CTH E
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), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
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: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: B140044, Location: 2.8M E JCT CTH Q (Lat: 43.213142, Lng: -88.715533), Route carried "under" structure: State highway 16, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 5,400 (year 2019), Truck Traffic: 9%, Features Intersected: STH 16, Facility Carried by Structure: CTH M CENTER STR
Minimum Vertical Clearance: 4.71m (15.45ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.8m (51.8ft)
Structure Number: B140044, Location: 2.8M E JCT CTH Q (Lat: 43.213142, Lng: -88.715533), Route carried "under" structure: State highway 16, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 5,400 (year 2019), Truck Traffic: 9%, Features Intersected: STH 16, Facility Carried by Structure: CTH M CENTER STR
Minimum Vertical Clearance: 4.71m (15.45ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.8m (51.8ft)
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Structure Number: B140193, Location: AT STH 16 (Lat: 43.219500, Lng: -88.753000), Route carried "under" structure: State highway 26, Year Built: 2012, Structure Length: 0. m, Average Daily Traffic: 9,700 (year 2019), Features Intersected: STH 26, Facility Carried by Structure: STH 16
Minimum Vertical Clearance: 5.27m (17.29ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.7m (117.1ft)
Structure Number: B140193, Location: AT STH 16 (Lat: 43.219500, Lng: -88.753000), Route carried "under" structure: State highway 26, Year Built: 2012, Structure Length: 0. m, Average Daily Traffic: 9,700 (year 2019), Features Intersected: STH 26, Facility Carried by Structure: STH 16
Minimum Vertical Clearance: 5.27m (17.29ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.7m (117.1ft)
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Structure Number: B140194, Location: AT BUS 26 (Lat: 43.217153, Lng: -88.736292), Route carried "under" structure: State highway 16, Year Built: 2012, Structure Length: 0. m, Average Daily Traffic: 9,700 (year 2019), Features Intersected: STH 16, Facility Carried by Structure: STH BUS STH 26
Minimum Vertical Clearance: 5.20m (17.06ft), 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: 31.4m (103.0ft)
Structure Number: B140194, Location: AT BUS 26 (Lat: 43.217153, Lng: -88.736292), Route carried "under" structure: State highway 16, Year Built: 2012, Structure Length: 0. m, Average Daily Traffic: 9,700 (year 2019), Features Intersected: STH 16, Facility Carried by Structure: STH BUS STH 26
Minimum Vertical Clearance: 5.20m (17.06ft), 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: 31.4m (103.0ft)
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Structure Number: B140195, Location: TBD (Lat: 43.226583, Lng: -88.749194), Route carried "under" structure: State highway 26, Year Built: 2012, Structure Length: 0. m, Average Daily Traffic: 8,700 (year 2019), Features Intersected: STH 26, Facility Carried by Structure: LRD SILVER CREEK R
Minimum Vertical Clearance: 5.11m (16.77ft), 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: 39.8m (130.6ft)
Structure Number: B140195, Location: TBD (Lat: 43.226583, Lng: -88.749194), Route carried "under" structure: State highway 26, Year Built: 2012, Structure Length: 0. m, Average Daily Traffic: 8,700 (year 2019), Features Intersected: STH 26, Facility Carried by Structure: LRD SILVER CREEK R
Minimum Vertical Clearance: 5.11m (16.77ft), 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: 39.8m (130.6ft)
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Structure Number: P140129, Location: 0.2M E JCT CTH DJ (Lat: 43.276933, Lng: -88.670481), Route carried "under" structure: County highway , Year Built: 1910, Structure Length: 0. m, Average Daily Traffic: 275 (year 2019), Features Intersected: CTH E, Facility Carried by Structure: CNW RR
Minimum Vertical Clearance: 3.61m (11.84ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.0m (42.7ft)
Structure Number: P140129, Location: 0.2M E JCT CTH DJ (Lat: 43.276933, Lng: -88.670481), Route carried "under" structure: County highway , Year Built: 1910, Structure Length: 0. m, Average Daily Traffic: 275 (year 2019), Features Intersected: CTH E, Facility Carried by Structure: CNW RR
Minimum Vertical Clearance: 3.61m (11.84ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.0m (42.7ft)
Structure Number: P140131, Location: 0.5M N JCT CTH E, Route carried "under" structure: County highway , Year Built: 1910, Structure Length: 0. m, Average Daily Traffic: 160 (year 2019), Features Intersected: CTH DJ, Facility Carried by Structure: CNW RR
Minimum Vertical Clearance: 4.63m (15.19ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 8.8m (28.9ft)
Minimum Vertical Clearance: 4.63m (15.19ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 8.8m (28.9ft)