Bridge Statistics for Milton, Wisconsin (WI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 31Number of bridges
- 246ft / 75.2mTotal length
- $2,125,000Total costs
- 356,739Total average daily traffic
- 15,210Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Milton
- No street view available for this location
- New bridges - historical statistics
- 11990-1999
- 22000-2009
- 272010-2019
- 12020-2022
- Bridge Condition - Deck
- 5.6%Excellent
- 33.3%Very good
- 61.1%Good
- Bridge Condition - Superstructure
- 5.6%Excellent
- 66.7%Very good
- 27.8%Good
- Bridge Condition - Substructure
- 11.1%Excellent
- 77.8%Very good
- 11.1%Good
- Bridge Condition - Channel
- 66.7%Excellent
- 33.3%Good
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Structure Number: B530161, Location: 1.2M N JCT STH 59 (Lat: 42.787111, Lng: -88.891806), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 213 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 234 (year 2039), Design Load: HS 20, Features Intersected: OTTER CREEK, Facility Carried by Structure: LRD VICKERMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: B530161, Location: 1.2M N JCT STH 59 (Lat: 42.787111, Lng: -88.891806), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 213 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 234 (year 2039), Design Load: HS 20, Features Intersected: OTTER CREEK, Facility Carried by Structure: LRD VICKERMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: B53025, Location: 3.4M N OF IH 39/90 (Lat: 42.758333, Lng: -88.944389), Route carried "on" structure: City street , Year Built: 2012, Status: Open, Structure Length: 8.13m (26.67ft), Average Daily Traffic: 2,000 (year 2019), Average Future Daily Traffic: 2,000 (year 2039), Design Load: HL 93, Features Intersected: STH 26, Facility Carried by Structure: LRD TOWNLINE ROAD
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: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 40.2m (131.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 46.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: 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: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B53025, Location: 3.4M N OF IH 39/90 (Lat: 42.758333, Lng: -88.944389), Route carried "on" structure: City street , Year Built: 2012, Status: Open, Structure Length: 8.13m (26.67ft), Average Daily Traffic: 2,000 (year 2019), Average Future Daily Traffic: 2,000 (year 2039), Design Load: HL 93, Features Intersected: STH 26, Facility Carried by Structure: LRD TOWNLINE ROAD
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: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 40.2m (131.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 46.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: 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: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B530251, Location: 0.9 MI S STH 59 (Lat: 42.761056, Lng: -88.936278), Route carried "on" structure: City street , Year Built: 2013, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 1 (year 2019), Average Future Daily Traffic: 1,000 (year 2040), Design Load: HL 93, Features Intersected: STH 26 NB, Facility Carried by Structure: LRD HENKE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.8m (110.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B530251, Location: 0.9 MI S STH 59 (Lat: 42.761056, Lng: -88.936278), Route carried "on" structure: City street , Year Built: 2013, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 1 (year 2019), Average Future Daily Traffic: 1,000 (year 2040), Design Load: HL 93, Features Intersected: STH 26 NB, Facility Carried by Structure: LRD HENKE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.8m (110.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 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: B530252, Location: 4.3 MI. N OF CTH Y (Lat: 42.769022, Lng: -88.923789), Route carried "on" structure: State highway 26, Year Built: 2013, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 13,900 (year 2019), Average Future Daily Traffic: 16,680 (year 2039), Design Load: HL 93, Features Intersected: STH 59
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), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B530252, Location: 4.3 MI. N OF CTH Y (Lat: 42.769022, Lng: -88.923789), Route carried "on" structure: State highway 26, Year Built: 2013, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 13,900 (year 2019), Average Future Daily Traffic: 16,680 (year 2039), Design Load: HL 93, Features Intersected: STH 59
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), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than 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: August 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: B530253, Location: 3.8 MI. S OF CTH N (Lat: 42.768950, Lng: -88.924167), Route carried "on" structure: State highway 26, Year Built: 2013, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 13,900 (year 2019), Average Future Daily Traffic: 16,680 (year 2039), Design Load: HL 93, Features Intersected: STH 59
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), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B530253, Location: 3.8 MI. S OF CTH N (Lat: 42.768950, Lng: -88.924167), Route carried "on" structure: State highway 26, Year Built: 2013, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 13,900 (year 2019), Average Future Daily Traffic: 16,680 (year 2039), Design Load: HL 93, Features Intersected: STH 59
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), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 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: B530254, Location: 0.2 M E OF CTH M (Lat: 42.772222, Lng: -88.923778), Route carried "on" structure: State highway 26, Year Built: 2013, Status: Open, Structure Length: 3.83m (12.57ft), Average Daily Traffic: 13,900 (year 2019), Average Future Daily Traffic: 16,680 (year 2039), Design Load: HL 93, Features Intersected: STH OLD 59 (E HIGH ST)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 40.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B530254, Location: 0.2 M E OF CTH M (Lat: 42.772222, Lng: -88.923778), Route carried "on" structure: State highway 26, Year Built: 2013, Status: Open, Structure Length: 3.83m (12.57ft), Average Daily Traffic: 13,900 (year 2019), Average Future Daily Traffic: 16,680 (year 2039), Design Load: HL 93, Features Intersected: STH OLD 59 (E HIGH ST)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 40.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 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: B530255, Location: 0.2M N OF STH 59 (Lat: 42.772667, Lng: -88.924333), Route carried "on" structure: State highway 26, Year Built: 2013, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 13,900 (year 2019), Average Future Daily Traffic: 16,680 (year 2039), Design Load: HL 93, Features Intersected: STH OLD 59 (E HIGH ST)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B530255, Location: 0.2M N OF STH 59 (Lat: 42.772667, Lng: -88.924333), Route carried "on" structure: State highway 26, Year Built: 2013, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 13,900 (year 2019), Average Future Daily Traffic: 16,680 (year 2039), Design Load: HL 93, Features Intersected: STH OLD 59 (E HIGH ST)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 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: B530256, Location: 0.3 MI. N OF STH 59 (Lat: 42.773731, Lng: -88.923961), Route carried "on" structure: State highway 26, Year Built: 2013, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 13,900 (year 2019), Average Future Daily Traffic: 16,680 (year 2039), Design Load: HL 93, Features Intersected: WSOR RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 4.3m (14.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B530256, Location: 0.3 MI. N OF STH 59 (Lat: 42.773731, Lng: -88.923961), Route carried "on" structure: State highway 26, Year Built: 2013, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 13,900 (year 2019), Average Future Daily Traffic: 16,680 (year 2039), Design Load: HL 93, Features Intersected: WSOR RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 4.3m (14.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 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: B530257, Location: 2 MI S CTH N (Lat: 42.774056, Lng: -88.924333), Route carried "on" structure: State highway 26, Year Built: 2013, Status: Open, Structure Length: 3.74m (12.27ft), Average Daily Traffic: 13,900 (year 2019), Average Future Daily Traffic: 16,680 (year 2039), Design Load: HL 93, Features Intersected: WSOR RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B530257, Location: 2 MI S CTH N (Lat: 42.774056, Lng: -88.924333), Route carried "on" structure: State highway 26, Year Built: 2013, Status: Open, Structure Length: 3.74m (12.27ft), Average Daily Traffic: 13,900 (year 2019), Average Future Daily Traffic: 16,680 (year 2039), Design Load: HL 93, Features Intersected: WSOR RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 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: B530258, Location: 0.5 MI. N OF STH 59 (Lat: 42.775944, Lng: -88.923833), Route carried "on" structure: State highway 26, Year Built: 2013, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 13,900 (year 2019), Average Future Daily Traffic: 16,680 (year 2039), Design Load: HL 93, Features Intersected: LRD STORRS LAKE 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: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B530258, Location: 0.5 MI. N OF STH 59 (Lat: 42.775944, Lng: -88.923833), Route carried "on" structure: State highway 26, Year Built: 2013, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 13,900 (year 2019), Average Future Daily Traffic: 16,680 (year 2039), Design Load: HL 93, Features Intersected: LRD STORRS LAKE 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: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 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: B530259, Location: 30. MI. S OF CTH N (Lat: 42.776361, Lng: -88.924333), Route carried "on" structure: State highway 26, Year Built: 2013, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 13,900 (year 2019), Average Future Daily Traffic: 16,680 (year 2039), Design Load: HL 93, Features Intersected: LRD STORRS LAKE RD
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: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Excellent, Operating Rating: 54.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B530259, Location: 30. MI. S OF CTH N (Lat: 42.776361, Lng: -88.924333), Route carried "on" structure: State highway 26, Year Built: 2013, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 13,900 (year 2019), Average Future Daily Traffic: 16,680 (year 2039), Design Load: HL 93, Features Intersected: LRD STORRS LAKE RD
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: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Excellent, Operating Rating: 54.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 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: B530261, Location: 2.5 MI. S OF CTH N (Lat: 42.787111, Lng: -88.922472), Route carried "on" structure: State highway 26, Year Built: 2013, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 13,900 (year 2019), Average Future Daily Traffic: 16,680 (year 2039), Design Load: HL 93, Features Intersected: LRD BOWERS LAKE RD
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: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B530261, Location: 2.5 MI. S OF CTH N (Lat: 42.787111, Lng: -88.922472), Route carried "on" structure: State highway 26, Year Built: 2013, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 13,900 (year 2019), Average Future Daily Traffic: 16,680 (year 2039), Design Load: HL 93, Features Intersected: LRD BOWERS LAKE RD
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: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 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: B530262, Location: 3.5 MI. N STH 59 (Lat: 42.818111, Lng: -88.925806), Route carried "on" structure: State highway 26, Year Built: 2013, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 13,900 (year 2019), Average Future Daily Traffic: 16,680 (year 2039), Design Load: HL 93, Features Intersected: OTTER 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: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 55.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B530262, Location: 3.5 MI. N STH 59 (Lat: 42.818111, Lng: -88.925806), Route carried "on" structure: State highway 26, Year Built: 2013, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 13,900 (year 2019), Average Future Daily Traffic: 16,680 (year 2039), Design Load: HL 93, Features Intersected: OTTER 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: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 55.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B530263, Location: 0.2 MI. S OF CTH N (Lat: 42.818694, Lng: -88.926278), Route carried "on" structure: State highway 26, Year Built: 2013, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 13,900 (year 2019), Average Future Daily Traffic: 16,680 (year 2039), Design Load: HL 93, Features Intersected: OTTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.0m (128.0ft), Curb or Sidewalk Widths: Left: 4.3m (14.1ft), Right: 0.0m, Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 20.6m (67.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 55.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B530263, Location: 0.2 MI. S OF CTH N (Lat: 42.818694, Lng: -88.926278), Route carried "on" structure: State highway 26, Year Built: 2013, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 13,900 (year 2019), Average Future Daily Traffic: 16,680 (year 2039), Design Load: HL 93, Features Intersected: OTTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.0m (128.0ft), Curb or Sidewalk Widths: Left: 4.3m (14.1ft), Right: 0.0m, Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 20.6m (67.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 55.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B530272, Location: AT WSOR (Lat: 42.768889, Lng: -88.920111), Route carried "on" structure: State highway 59, Year Built: 2009, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 4,600 (year 2019), Average Future Daily Traffic: 5,520 (year 2040), Design Load: HL 93, Features Intersected: WISCONSIN & SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.7m (127.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 41.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.42m (14.50ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Bridge Improvement Cost: $708,000, Roadway Improvement Cost: $70,000, Total Project Cost: $1,062,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B530272, Location: AT WSOR (Lat: 42.768889, Lng: -88.920111), Route carried "on" structure: State highway 59, Year Built: 2009, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 4,600 (year 2019), Average Future Daily Traffic: 5,520 (year 2040), Design Load: HL 93, Features Intersected: WISCONSIN & SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.7m (127.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 41.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.42m (14.50ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Bridge Improvement Cost: $708,000, Roadway Improvement Cost: $70,000, Total Project Cost: $1,062,000 ( Estimate for 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: B530273, Location: AT WOSR (Lat: 42.769050, Lng: -88.919589), Route carried "on" structure: State highway 59, Year Built: 2009, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 4,600 (year 2019), Average Future Daily Traffic: 5,520 (year 2040), Design Load: HL 93, Features Intersected: WISCONSIN & SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.7m (127.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 41.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.42m (14.50ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Bridge Improvement Cost: $709,000, Roadway Improvement Cost: $70,000, Total Project Cost: $1,063,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B530273, Location: AT WOSR (Lat: 42.769050, Lng: -88.919589), Route carried "on" structure: State highway 59, Year Built: 2009, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 4,600 (year 2019), Average Future Daily Traffic: 5,520 (year 2040), Design Load: HL 93, Features Intersected: WISCONSIN & SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.7m (127.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 41.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.42m (14.50ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Bridge Improvement Cost: $709,000, Roadway Improvement Cost: $70,000, Total Project Cost: $1,063,000 ( Estimate for 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: B530351, Location: 3.7M S JCT STH 59 (Lat: 42.786650, Lng: -89.004689), Route carried "on" structure: Interstate 39, Year Built: 2019, Status: Open, Structure Length: 2.24m (7.35ft), Average Daily Traffic: 26,200 (year 2019), Truck Traffic: 29%, Average Future Daily Traffic: 35,900 (year 2040), Design Load: HL 93, Features Intersected: WSOR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B530351, Location: 3.7M S JCT STH 59 (Lat: 42.786650, Lng: -89.004689), Route carried "on" structure: Interstate 39, Year Built: 2019, Status: Open, Structure Length: 2.24m (7.35ft), Average Daily Traffic: 26,200 (year 2019), Truck Traffic: 29%, Average Future Daily Traffic: 35,900 (year 2040), Design Load: HL 93, Features Intersected: WSOR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B530352, Location: 4.6M W JCT STH 26 TO N (Lat: 42.786217, Lng: -89.004233), Route carried "on" structure: Interstate 39, Year Built: 2020, Status: Open, Structure Length: 2.24m (7.35ft), Average Daily Traffic: 26,200 (year 2018), Truck Traffic: 29%, Average Future Daily Traffic: 35,900 (year 2040), Design Load: HL 93, Features Intersected: WSOR RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior 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: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B530352, Location: 4.6M W JCT STH 26 TO N (Lat: 42.786217, Lng: -89.004233), Route carried "on" structure: Interstate 39, Year Built: 2020, Status: Open, Structure Length: 2.24m (7.35ft), Average Daily Traffic: 26,200 (year 2018), Truck Traffic: 29%, Average Future Daily Traffic: 35,900 (year 2040), Design Load: HL 93, Features Intersected: WSOR RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior 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: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B530353, Location: 3.5M E JCT STH 59 TO E (Lat: 42.789200, Lng: -89.004400), Route carried "on" structure: Interstate 39, Year Built: 2019, Status: Open, Structure Length: 3.64m (11.94ft), Average Daily Traffic: 29,625 (year 2020), Average Future Daily Traffic: 35,550 (year 2040), Design Load: HL 93, Features Intersected: CTH M
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B530353, Location: 3.5M E JCT STH 59 TO E (Lat: 42.789200, Lng: -89.004400), Route carried "on" structure: Interstate 39, Year Built: 2019, Status: Open, Structure Length: 3.64m (11.94ft), Average Daily Traffic: 29,625 (year 2020), Average Future Daily Traffic: 35,550 (year 2040), Design Load: HL 93, Features Intersected: CTH M
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B53025, Location: AT TOWNLINE ROAD (Lat: 42.758333, Lng: -88.944389), Route carried "under" structure: State highway 26, Year Built: 2012, Structure Length: 0. m, Average Daily Traffic: 17,000 (year 2019), Features Intersected: STH 26, Facility Carried by Structure: LRD TOWNLINE ROAD
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: 40.2m (131.9ft)
Structure Number: B53025, Location: AT TOWNLINE ROAD (Lat: 42.758333, Lng: -88.944389), Route carried "under" structure: State highway 26, Year Built: 2012, Structure Length: 0. m, Average Daily Traffic: 17,000 (year 2019), Features Intersected: STH 26, Facility Carried by Structure: LRD TOWNLINE ROAD
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: 40.2m (131.9ft)
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Structure Number: B530251, Location: AT HENKE RD (Lat: 42.761056, Lng: -88.936278), Route carried "under" structure: State highway 26, Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 14,700 (year 2019), Features Intersected: STH 26 NB, Facility Carried by Structure: LRD HENKE RD
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: 33.8m (110.9ft)
Structure Number: B530251, Location: AT HENKE RD (Lat: 42.761056, Lng: -88.936278), Route carried "under" structure: State highway 26, Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 14,700 (year 2019), Features Intersected: STH 26 NB, Facility Carried by Structure: LRD HENKE RD
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: 33.8m (110.9ft)
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Structure Number: B530252, Location: 4.3 MI. N OF CTH Y (Lat: 42.769022, Lng: -88.923789), Route carried "under" structure: State highway 59, Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 12,500 (year 2019), Features Intersected: STH 59, Facility Carried by Structure: STH 26 NB
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft)
Structure Number: B530252, Location: 4.3 MI. N OF CTH Y (Lat: 42.769022, Lng: -88.923789), Route carried "under" structure: State highway 59, Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 12,500 (year 2019), Features Intersected: STH 59, Facility Carried by Structure: STH 26 NB
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft)
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Structure Number: B530253, Location: AT STH 26 (Lat: 42.768950, Lng: -88.924167), Route carried "under" structure: State highway 59, Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 12,500 (year 2019), Features Intersected: STH 59, Facility Carried by Structure: STH 26 SB
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft)
Structure Number: B530253, Location: AT STH 26 (Lat: 42.768950, Lng: -88.924167), Route carried "under" structure: State highway 59, Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 12,500 (year 2019), Features Intersected: STH 59, Facility Carried by Structure: STH 26 SB
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft)
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Structure Number: B530254, Location: 0.4M E OF CTH M (Lat: 42.772222, Lng: -88.923778), Route carried "under" structure: State highway 59, Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 750 (year 2019), Features Intersected: STH OLD 59 (E HIGH ST), Facility Carried by Structure: STH 26 NB
Minimum Vertical Clearance: 6.14m (20.14ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.2m (122.0ft)
Structure Number: B530254, Location: 0.4M E OF CTH M (Lat: 42.772222, Lng: -88.923778), Route carried "under" structure: State highway 59, Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 750 (year 2019), Features Intersected: STH OLD 59 (E HIGH ST), Facility Carried by Structure: STH 26 NB
Minimum Vertical Clearance: 6.14m (20.14ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.2m (122.0ft)
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Structure Number: B530255, Location: 0.4M E OF CTH M (Lat: 42.772667, Lng: -88.924333), Route carried "under" structure: State highway 59, Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 750 (year 2019), Features Intersected: STH OLD 59 (E HIGH ST), Facility Carried by Structure: STH 26 SB
Minimum Vertical Clearance: 5.98m (19.62ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.8m (124.0ft)
Structure Number: B530255, Location: 0.4M E OF CTH M (Lat: 42.772667, Lng: -88.924333), Route carried "under" structure: State highway 59, Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 750 (year 2019), Features Intersected: STH OLD 59 (E HIGH ST), Facility Carried by Structure: STH 26 SB
Minimum Vertical Clearance: 5.98m (19.62ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.8m (124.0ft)
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Structure Number: B530258, Location: AT STH 26 (Lat: 42.775944, Lng: -88.923833), Route carried "under" structure: City street , Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 100 (year 2019), Features Intersected: LRD STORRS LAKE ROAD, Facility Carried by Structure: STH 26 NB
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
Structure Number: B530258, Location: AT STH 26 (Lat: 42.775944, Lng: -88.923833), Route carried "under" structure: City street , Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 100 (year 2019), Features Intersected: LRD STORRS LAKE ROAD, Facility Carried by Structure: STH 26 NB
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
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Structure Number: B530259, Location: AT STH 26 (Lat: 42.776361, Lng: -88.924333), Route carried "under" structure: City street , Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 100 (year 2019), Features Intersected: LRD STORRS LAKE RD, Facility Carried by Structure: STH 26 SB
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
Structure Number: B530259, Location: AT STH 26 (Lat: 42.776361, Lng: -88.924333), Route carried "under" structure: City street , Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 100 (year 2019), Features Intersected: LRD STORRS LAKE RD, Facility Carried by Structure: STH 26 SB
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
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Structure Number: B53026, Location: AT STH 26 (Lat: 42.786750, Lng: -88.922139), Route carried "under" structure: City street , Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 1,500 (year 2019), Features Intersected: LRD BOWERS LAKE RD, Facility Carried by Structure: STH 26 NB
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.7m (104.0ft)
Structure Number: B53026, Location: AT STH 26 (Lat: 42.786750, Lng: -88.922139), Route carried "under" structure: City street , Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 1,500 (year 2019), Features Intersected: LRD BOWERS LAKE RD, Facility Carried by Structure: STH 26 NB
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.7m (104.0ft)
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Structure Number: B530261, Location: 0.5M E OF N JANESVILLE ST (Lat: 42.787111, Lng: -88.922472), Route carried "under" structure: City street , Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 1,500 (year 2019), Features Intersected: LRD BOWERS LAKE RD, Facility Carried by Structure: STH 26 SB
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.7m (104.0ft)
Structure Number: B530261, Location: 0.5M E OF N JANESVILLE ST (Lat: 42.787111, Lng: -88.922472), Route carried "under" structure: City street , Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 1,500 (year 2019), Features Intersected: LRD BOWERS LAKE RD, Facility Carried by Structure: STH 26 SB
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.7m (104.0ft)
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Structure Number: B53035, Location: 3.6M N JCT STH 26 (Lat: 42.774444, Lng: -89.005000), Route carried "under" structure: Interstate 39, Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 47,700 (year 2019), Features Intersected: IH 39 / IH 90, Facility Carried by Structure: LRD MANOGUE ROAD
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft)
Structure Number: B53035, Location: 3.6M N JCT STH 26 (Lat: 42.774444, Lng: -89.005000), Route carried "under" structure: Interstate 39, Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 47,700 (year 2019), Features Intersected: IH 39 / IH 90, Facility Carried by Structure: LRD MANOGUE ROAD
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft)
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Structure Number: B530353, Location: 2.1M W JCT STH 59 (Lat: 42.789200, Lng: -89.004400), Route carried "under" structure: County highway , Year Built: 2019, Structure Length: 0. m, Average Daily Traffic: 1,300 (year 2019), Features Intersected: CTH M, Facility Carried by Structure: IH 39 SB / IH 90 E
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft)
Structure Number: B530353, Location: 2.1M W JCT STH 59 (Lat: 42.789200, Lng: -89.004400), Route carried "under" structure: County highway , Year Built: 2019, Structure Length: 0. m, Average Daily Traffic: 1,300 (year 2019), Features Intersected: CTH M, Facility Carried by Structure: IH 39 SB / IH 90 E
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft)