Bridge Statistics for Delton, Wisconsin (WI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: B560031,  Location: 13.5M W JCT STH 33 (B) (Lat: 43.570006,  Lng: -89.778103),  Route carried "on" structure: Interstate 90,  Year Built: 1960,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 5.96m (19.55ft),  Average Daily Traffic: 20,900 (year 2019),  Truck Traffic: 20%,  Average Future Daily Traffic: 25,080 (year 2037),  Design Load: HS 20,  Features Intersected: USH 12
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  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: 4,  Length of Maximum Span: 19.1m (62.7ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 65.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.40m (21.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $795,000,  Roadway Improvement Cost: $79,000,  Total Project Cost: $1,192,000 ( 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: B560034,  Location: 0.2M S JCT CTH T (Lat: 43.563786,  Lng: -89.738439),  Route carried "on" structure: County highway ,  Year Built: 1960,  Status: Open,  Structure Length: 6.53m (21.42ft),  Average Daily Traffic: 2,800 (year 2019),  Average Future Daily Traffic: 957 (year 2039),  Design Load: H 20,  Features Intersected: IH 90-IH 94,  Facility Carried by Structure: CTH A
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: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.2m (69.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.98m (22.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $742,000,  Roadway Improvement Cost: $74,000,  Total Project Cost: $1,113,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: B560037,  Location: 1.8M E JCT USH 12 (C) (Lat: 43.626686,  Lng: -89.805233),  Route carried "on" structure: Interstate 90,  Year Built: 1960,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 3.36m (11.02ft),  Average Daily Traffic: 21,850 (year 2018),  Truck Traffic: 20%,  Average Future Daily Traffic: 26,220 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: CTH H
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),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.6m (41.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 63.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: B560038,  Location: 0.3M W JCT STH 13 (C) (Lat: 43.626403,  Lng: -89.804536),  Route carried "on" structure: Interstate 90,  Year Built: 1961,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 3.36m (11.02ft),  Average Daily Traffic: 21,850 (year 2018),  Truck Traffic: 13%,  Average Future Daily Traffic: 26,220 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: CTH H
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: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.6m (41.3ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.81m (12.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $474,000,  Roadway Improvement Cost: $47,000,  Total Project Cost: $711,000 ( 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: B56004,  Location: 2.8MI. W OF STH 23 TO E (Lat: 43.624081,  Lng: -89.803803),  Route carried "on" structure: Interstate 90,  Year Built: 1961,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 8.12m (26.64ft),  Average Daily Traffic: 21,850 (year 2018),  Truck Traffic: 13%,  Average Future Daily Traffic: 26,220 (year 2038),  Design Load: HS 20,  Features Intersected: STH 13 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 47.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: 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: March 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: B560041,  Location: 1.2M E JCT CTH H (Lat: 43.611992,  Lng: -89.807747),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 7.26m (23.82ft),  Average Daily Traffic: 603 (year 2019),  Average Future Daily Traffic: 220 (year 2040),  Design Load: H 15,  Features Intersected: IH 90-IH 94,  Facility Carried by Structure: LRD TROUT 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: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 33.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 72 months,  Inspection Date: April 2021,  Other Special Inspection Date: November 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: B560042,  Location: 1.9M E JCT STH 13 TO N (Lat: 43.596644,  Lng: -89.813950),  Route carried "on" structure: Interstate 90,  Year Built: 1961,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 3.27m (10.73ft),  Average Daily Traffic: 21,850 (year 2018),  Truck Traffic: 20%,  Average Future Daily Traffic: 26,220 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: SPRING BROOK
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: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 63.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B560043,  Location: 0.8M W JCT STH 23 TO E (Lat: 43.596389,  Lng: -89.813206),  Route carried "on" structure: Interstate 90,  Year Built: 1961,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 3.27m (10.73ft),  Average Daily Traffic: 17,500 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 35,147 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SPRING BROOK
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: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 63.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: B560044,  Location: 2.5M E JCT STH 13 TO N (Lat: 43.588947,  Lng: -89.811153),  Route carried "on" structure: Interstate 90,  Year Built: 1961,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 15,500 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 26,899 (year 2039),  Design Load: HS 20,  Features Intersected: STH 23
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B560045,  Location: 2.6M W JCT USH 12 TO E (Lat: 43.588606,  Lng: -89.810236),  Route carried "on" structure: Interstate 90,  Year Built: 1961,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 15,400 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 64,830 (year 2040),  Design Load: HS 20,  Features Intersected: STH 23
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B560046,  Location: 0.7M E JCT STH 23 (Lat: 43.584281,  Lng: -89.806781),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 8.34m (27.36ft),  Average Daily Traffic: 1,007 (year 2019),  Average Future Daily Traffic: 220 (year 2039),  Design Load: H 15,  Features Intersected: IH 90-IH 94,  Facility Carried by Structure: LRD XANADU 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: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 27.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.78m (28.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $934,000,  Roadway Improvement Cost: $93,000,  Total Project Cost: $1,402,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: B560047,  Location: 0.9M E JCT STH 23 TO E (Lat: 43.579739,  Lng: -89.804161),  Route carried "on" structure: Interstate 90,  Year Built: 1961,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 9.92m (32.55ft),  Average Daily Traffic: 18,400 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 25,080 (year 2037),  Design Load: HS 20,  Features Intersected: MIRROR LAKE
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: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 67.1m (220.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Critical Feature 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: B560048,  Location: 1.8M W JCT USH 12 TO E (Lat: 43.578967,  Lng: -89.803281),  Route carried "on" structure: Interstate 90,  Year Built: 1961,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 9.92m (32.55ft),  Average Daily Traffic: 20,900 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 25,080 (year 2037),  Design Load: HS 20,  Features Intersected: MIRROR LAKE
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: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 67.1m (220.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Critical Feature 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: B560049,  Location: 1.5M E JCT STH 23 (B) (Lat: 43.572644,  Lng: -89.798639),  Route carried "on" structure: Interstate 90,  Year Built: 1961,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 3.67m (12.04ft),  Average Daily Traffic: 18,400 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 26,899 (year 2040),  Design Load: HS 20,  Features Intersected: LRD ISHNALA 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: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: B56005,  Location: 1.3M W JCT USH 12 (B) (Lat: 43.572936,  Lng: -89.798094),  Route carried "on" structure: Interstate 90,  Year Built: 1961,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 3.67m (12.04ft),  Average Daily Traffic: 20,900 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 25,080 (year 2037),  Design Load: HS 20,  Features Intersected: LRD ISHNALA 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: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 67.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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 24 months,  Inspection Date: April 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: B56013,  Location: 1.2M W JCT USH 12 (Lat: 43.358139,  Lng: -89.791667),  Route carried "on" structure: County highway ,  Year Built: 1996,  Status: Open,  Structure Length: 1.14m (3.74ft),  Average Daily Traffic: 701 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 771 (year 2039),  Design Load: HS 20,  Features Intersected: OTTER CREEK,  Facility Carried by Structure: CTH C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B560131,  Location: 0.7M E JCT STH 23 (Lat: 43.554206,  Lng: -89.837236),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 147 (year 2019),  Average Future Daily Traffic: 161 (year 2039),  Design Load: HS 20,  Features Intersected: HARRISON CREEK,  Facility Carried by Structure: LRD MIRROR LAKE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 67.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B56019,  Location: AT USH 12 (Lat: 43.496386,  Lng: -89.782033),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 1,350 (year 2019),  Average Future Daily Traffic: 1,350 (year 2039),  Design Load: HL 93,  Features Intersected: USH USH 12 WB & EB,  Facility Carried by Structure: LRD OLD HWY 33
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),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 48.0 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: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 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: B560191,  Location: 4.0 MI. S OF I90/94 (Lat: 43.514439,  Lng: -89.784447),  Route carried "on" structure: State highway 33,  Year Built: 2010,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 8,000 (year 2019),  Average Future Daily Traffic: 9,600 (year 2037),  Design Load: HL 93,  Features Intersected: USH 12
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 59.0 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: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B560192,  Location: 1.1 MI. W OF STH 33 (Lat: 43.532444,  Lng: -89.787306),  Route carried "on" structure: US 12,  Year Built: 2011,  Status: Open,  Structure Length: 5.11m (16.77ft),  Average Daily Traffic: 17,500 (year 2018),  Average Future Daily Traffic: 21,000 (year 2038),  Design Load: HL 93,  Features Intersected: LRD N. REEDSBURG 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: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.0m (82.0ft),  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: 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: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B560193,  Location: 2.4 MI. E OF IH 90/94 (Lat: 43.532444,  Lng: -89.786944),  Route carried "on" structure: US 12,  Year Built: 2011,  Status: Open,  Structure Length: 5.11m (16.77ft),  Average Daily Traffic: 17,500 (year 2018),  Average Future Daily Traffic: 21,000 (year 2038),  Design Load: HL 93,  Features Intersected: LRD NORTH REEDSBURG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very 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: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B560194,  Location: 0.8 MI. S OF CTH BD/FERN (Lat: 43.546978,  Lng: -89.787419),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 6,150 (year 2019),  Average Future Daily Traffic: 6,150 (year 2039),  Design Load: HL 93,  Features Intersected: USH 12,  Facility Carried by Structure: LRD SHADY LANE
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: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 44.4 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: 34.3 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: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B560195,  Location: 0.57 MI. S OF I90/94 (Lat: 43.558500,  Lng: -89.780139),  Route carried "on" structure: US 12,  Year Built: 2010,  Status: Open,  Structure Length: 5.51m (18.08ft),  Average Daily Traffic: 19,600 (year 2019),  Average Future Daily Traffic: 23,520 (year 2037),  Design Load: HL 93,  Features Intersected: CTH BD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 59.9 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: 46.3 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: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B560196,  Location: 1 MI S OF JUNC IH 90/94 (Lat: 43.557964,  Lng: -89.780081),  Route carried "on" structure: US 12,  Year Built: 2010,  Status: Open,  Structure Length: 5.51m (18.08ft),  Average Daily Traffic: 19,600 (year 2019),  Average Future Daily Traffic: 23,520 (year 2037),  Design Load: HL 93,  Features Intersected: CTH BD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very 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: 42.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B560197,  Location: 0.57 MI. S OF I90/94 (Lat: 43.561394,  Lng: -89.778306),  Route carried "on" structure: US 12,  Year Built: 2010,  Status: Open,  Structure Length: 4.76m (15.62ft),  Average Daily Traffic: 19,600 (year 2019),  Average Future Daily Traffic: 23,520 (year 2037),  Design Load: HL 93,  Features Intersected: LRD MOON 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: 12.8m (42.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.5m (96.8ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 48.0 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: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B560198,  Location: 0.57 MI. S OF I90/94 (Lat: 43.561389,  Lng: -89.778300),  Route carried "on" structure: US 12,  Year Built: 2010,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 19,600 (year 2019),  Average Future Daily Traffic: 23,520 (year 2037),  Design Load: HL 93,  Features Intersected: LRD MOON 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: 17.1m (56.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.4m (96.5ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 48.0 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: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B560199,  Location: 0.57 MI. S OF I90/94 (Lat: 43.561019,  Lng: -89.778186),  Route carried "on" structure: Ramp US 12,  Year Built: 2010,  Status: Open,  Structure Length: 4.68m (15.35ft),  Average Daily Traffic: 19,600 (year 2019),  Average Future Daily Traffic: 23,520 (year 2037),  Design Load: HL 93,  Features Intersected: LRD MOON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 66.1 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: 51.2 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: P560056,  Location: 0.3M N JCT CTH PF (Lat: 43.333647,  Lng: -89.950139),  Route carried "on" structure: County highway ,  Year Built: 1964,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 441 (year 2019),  Average Future Daily Traffic: 485 (year 2039),  Design Load: HS 20,  Features Intersected: N BR HONEY CREEK,  Facility Carried by Structure: CTH C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.6m (21.7ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: P560947,  Location: 1.0M W JCT STH 13 (Lat: 43.625983,  Lng: -89.810736),  Route carried "on" structure: County highway ,  Year Built: 1977,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 1,573 (year 2019),  Average Future Daily Traffic: 1,730 (year 2039),  Design Load: H 15,  Features Intersected: HULBURT CREEK,  Facility Carried by Structure: CTH H
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.5m (24.6ft)

Condition: Channel: Good,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: B56003,  Location: 1.8M E JCT STH 23 (B) (Lat: 43.569678,  Lng: -89.778842),  Route carried "under" structure: US 12,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 15,500 (year 2019),  Truck Traffic: 8%,  Features Intersected: USH 12,  Facility Carried by Structure: IH 90 EB-IH 94 EB
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.1m (62.7ft)

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Structure Number: B560031,  Location: 1.8M E JCT STH 23 (B) (Lat: 43.570006,  Lng: -89.778103),  Route carried "under" structure: US 12,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 15,500 (year 2019),  Truck Traffic: 8%,  Features Intersected: USH 12,  Facility Carried by Structure: IH 90 WB-IH 94 WB
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.1m (62.7ft)

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Structure Number: B560034,  Location: 2.3M E JCT USH 12 (B) (Lat: 43.563786,  Lng: -89.738439),  Route carried "under" structure: Interstate 90,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 40,550 (year 2019),  Truck Traffic: 14%,  Features Intersected: IH 90-IH 94,  Facility Carried by Structure: CTH A
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.2m (69.6ft)

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Structure Number: B560037,  Location: 0.5M W JCT STH 13 (Lat: 43.626686,  Lng: -89.805233),  Route carried "under" structure: County highway ,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 2,900 (year 2019),  Features Intersected: CTH H,  Facility Carried by Structure: IH 90 EB-IH 94 EB
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 12.6m (41.3ft)

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Structure Number: B560038,  Location: 0.5M W JCT STH 13 (Lat: 43.626403,  Lng: -89.804536),  Route carried "under" structure: County highway ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 2,900 (year 2019),  Features Intersected: CTH H,  Facility Carried by Structure: IH 90 WB-IH 94 WB
Minimum Vertical Clearance: 4.76m (15.62ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 12.6m (41.3ft)

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Structure Number: B560041,  Location: 0.8M E JCT STH 13 TO N (Lat: 43.611992,  Lng: -89.807747),  Route carried "under" structure: Interstate 90,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 36,800 (year 2019),  Truck Traffic: 13%,  Features Intersected: IH 90-IH 94,  Facility Carried by Structure: LRD TROUT RD
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: B560044,  Location: 0.2M E JCT CTH P (Lat: 43.588947,  Lng: -89.811153),  Route carried "under" structure: State highway 23,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 7,900 (year 2019),  Truck Traffic: 5%,  Features Intersected: STH 23,  Facility Carried by Structure: IH 90 EB-IH 94 EB
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: B560045,  Location: 0.2M E JCT CTH P (Lat: 43.588606,  Lng: -89.810236),  Route carried "under" structure: State highway 23,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 7,900 (year 2019),  Truck Traffic: 5%,  Features Intersected: STH 23,  Facility Carried by Structure: IH 90 WB-IH 94 WB
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: B560046,  Location: 0.6M E JCT STH 23 TO E (Lat: 43.584281,  Lng: -89.806781),  Route carried "under" structure: Interstate 90,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 41,800 (year 2019),  Truck Traffic: 13%,  Features Intersected: IH 90-IH 94,  Facility Carried by Structure: LRD XANADU RD
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: B560049,  Location: 1.2M S JCT STH 23 (Lat: 43.572644,  Lng: -89.798639),  Route carried "under" structure: City street ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 1,100 (year 2019),  Features Intersected: LRD ISHNALA RD,  Facility Carried by Structure: IH 90 EB-IH 94 EB
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 14.0m (45.9ft)

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Structure Number: B56005,  Location: 1.2M S JCT STH 23 (Lat: 43.572936,  Lng: -89.798094),  Route carried "under" structure: City street ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 1,100 (year 2019),  Features Intersected: LRD ISHNALA RD,  Facility Carried by Structure: IH 90 WB-IH 94 WB
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 14.0m (45.9ft)

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Structure Number: B560191,  Location: AT INTERSECTION (Lat: 43.514439,  Lng: -89.784447),  Route carried "under" structure: US 12,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 17,500 (year 2018),  Features Intersected: USH 12,  Facility Carried by Structure: STH 33
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: B560192,  Location: AT INTERSECTION (Lat: 43.532444,  Lng: -89.787306),  Route carried "under" structure: City street ,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 1,800 (year 2019),  Features Intersected: LRD N. REEDSBURG RD.,  Facility Carried by Structure: USH 12 WB
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: B560193,  Location: USH 12 (Lat: 43.532444,  Lng: -89.786944),  Route carried "under" structure: City street ,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 1,800 (year 2019),  Features Intersected: LRD NORTH REEDSBURG ROAD,  Facility Carried by Structure: USH 12 EB
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: B560194,  Location: AT INTERSECTION (Lat: 43.546978,  Lng: -89.787419),  Route carried "under" structure: US 12,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 11,000 (year 2019),  Features Intersected: USH 12,  Facility Carried by Structure: LRD SHADY LANE
Minimum Vertical Clearance: 5.17m (16.96ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: B560195,  Location: AT INTERSECTION (Lat: 43.558500,  Lng: -89.780139),  Route carried "under" structure: County highway ,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 4,600 (year 2019),  Features Intersected: CTH BD,  Facility Carried by Structure: USH 12 EB
Minimum Vertical Clearance: 5.85m (19.19ft),  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: 27.7m (90.9ft)

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Structure Number: B560196,  Location: AT INTERSECTION (Lat: 43.557964,  Lng: -89.780081),  Route carried "under" structure: County highway ,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 4,600 (year 2019),  Features Intersected: CTH BD,  Facility Carried by Structure: USH 12 WB
Minimum Vertical Clearance: 5.24m (17.19ft),  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: 27.7m (90.9ft)

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Structure Number: B560197,  Location: AT INTERSECTION (Lat: 43.561394,  Lng: -89.778306),  Route carried "under" structure: City street ,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 9,975 (year 2019),  Features Intersected: LRD MOON RD,  Facility Carried by Structure: USH 12 EB
Minimum Vertical Clearance: 6.16m (20.21ft),  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: 29.5m (96.8ft)

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Structure Number: B560198,  Location: AT INTERSECTION (Lat: 43.561389,  Lng: -89.778300),  Route carried "under" structure: City street ,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 9,975 (year 2019),  Features Intersected: LRD MOON RD,  Facility Carried by Structure: USH 12 WB
Minimum Vertical Clearance: 5.36m (17.59ft),  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: 29.4m (96.5ft)

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Structure Number: B560199,  Location: AT INTERSECTION (Lat: 43.561019,  Lng: -89.778186),  Route carried "under" structure: City street ,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 9,975 (year 2019),  Features Intersected: LRD MOON RD,  Facility Carried by Structure: USH 12 EB RAMP
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

Structure Number: P560053,  Location: 0.5M N JCT USH 12,  Route carried "under" structure: County highway ,  Year Built: 1902,  Structure Length: 0. m,  Average Daily Traffic: 450 (year 2019),  Features Intersected: CTH A,  Facility Carried by Structure: CMSTPP RR
Minimum Vertical Clearance: 3.83m (12.57ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 8.9m (29.2ft)