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

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Structure Number: B110011,  Location: 1.3M E JCT CTH D (Lat: 43.365922,  Lng: -89.045925),  Route carried "on" structure: State highway 16,  Year Built: 1958,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 7,600 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,300 (year 2040),  Design Load: HS 20,  Features Intersected: CRAWFISH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.6m (41.3ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: B11007,  Location: 0.4M W JCT CTH CX (Lat: 43.622881,  Lng: -89.473592),  Route carried "on" structure: City street ,  Year Built: 1966,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 6.97m (22.87ft),  Average Daily Traffic: 220 (year 2019),  Average Future Daily Traffic: 220 (year 2039),  Design Load: H 15,  Features Intersected: IH USH 51-IH 39,  Facility Carried by Structure: LRD GROTZKE 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),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  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: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: B110073,  Location: 2.8M N JCT CTH V (S) (Lat: 43.291575,  Lng: -89.069100),  Route carried "on" structure: US 151,  Year Built: 1991,  Status: Open,  Structure Length: 4.96m (16.27ft),  Average Daily Traffic: 12,400 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 15,500 (year 2038),  Design Load: HS 20,  Features Intersected: STH 73
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 57.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: June 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: B110074,  Location: AT JCT STH 73-USH B151N (Lat: 43.316867,  Lng: -89.045972),  Route carried "on" structure: Business US 151,  Year Built: 1991,  Status: Open,  Structure Length: 10.49m (34.42ft),  Average Daily Traffic: 4,300 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,530 (year 2039),  Design Load: HS 20,  Features Intersected: USH 151
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 24 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 51.1m (167.7ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 27.1m (88.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 65.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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 24 months,  Inspection Date: June 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: B110075,  Location: 1.5M W JCT STH 73 (Lat: 43.326019,  Lng: -89.045489),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Open,  Structure Length: 10.23m (33.56ft),  Average Daily Traffic: 340 (year 2019),  Average Future Daily Traffic: 737 (year 2040),  Design Load: H 20,  Features Intersected: USH 151,  Facility Carried by Structure: CTH K WESTERN AV
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: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 51.4m (168.6ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 34.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: B110076,  Location: 1.3M N JCT CTH K (Lat: 43.341706,  Lng: -89.041261),  Route carried "on" structure: US 151,  Year Built: 1991,  Status: Open,  Structure Length: 5.45m (17.88ft),  Average Daily Traffic: 11,000 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 13,900 (year 2038),  Design Load: HS 20,  Features Intersected: LRD MAPLE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.7m (87.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 70.2 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: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  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: B110077,  Location: 1.9M N JCT CTH K (Lat: 43.347097,  Lng: -89.034317),  Route carried "on" structure: US 151,  Year Built: 1991,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 6,700 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 15,200 (year 2040),  Design Load: HS 20,  Features Intersected: STH 16-STH 60
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.0m (88.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 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: B110078,  Location: 4.4M S JCT CTH S (Lat: 43.347719,  Lng: -89.034322),  Route carried "on" structure: US 151,  Year Built: 1976,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 11,000 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 13,600 (year 2038),  Design Load: HS 20,  Features Intersected: STH 16-STH 60
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.0m (88.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 35.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: B110079,  Location: 0.8M N JCT STH 16 TO E (Lat: 43.351606,  Lng: -89.028150),  Route carried "on" structure: US 151,  Year Built: 1991,  Status: Open,  Structure Length: 5.04m (16.54ft),  Average Daily Traffic: 8,600 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 15,200 (year 2040),  Design Load: HS 20,  Features Intersected: SOO LINE RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 14.7m (48.2ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 50.6 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 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 24 months,  Inspection Date: March 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: B11008,  Location: 4.1M S JCT CTH S (Lat: 43.352297,  Lng: -89.028056),  Route carried "on" structure: US 151,  Year Built: 1976,  Status: Open,  Structure Length: 5.08m (16.67ft),  Average Daily Traffic: 11,000 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 13,600 (year 2038),  Design Load: HS 20,  Features Intersected: SOO LINE RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 34.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Underclear: Better than present minimum 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: Low Slump Concrete

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Structure Number: B110081,  Location: 1.0 M N JCT STH 16 (Lat: 43.356525,  Lng: -89.009128),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Open,  Structure Length: 7.91m (25.95ft),  Average Daily Traffic: 390 (year 2019),  Average Future Daily Traffic: 165 (year 2040),  Design Load: H 20,  Features Intersected: USH 151,  Facility Carried by Structure: LRD OLD HWY 73 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: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.7m (127.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.8 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: 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: B110082,  Location: 2.8M S JCT CTH K (Lat: 43.292492,  Lng: -89.068667),  Route carried "on" structure: US 151,  Year Built: 1991,  Status: Open,  Structure Length: 4.96m (16.27ft),  Average Daily Traffic: 9,600 (year 2019),  Average Future Daily Traffic: 13,001 (year 2039),  Design Load: HS 20,  Features Intersected: STH 73
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 75.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 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: B110083,  Location: 0.8M S JCT STH 16 TO E (Lat: 43.342092,  Lng: -89.041639),  Route carried "on" structure: US 151,  Year Built: 1976,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 9,700 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 15,200 (year 2040),  Design Load: HS 20,  Features Intersected: LRD MAPLE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.7m (87.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.6 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: B110084,  Location: 1.4M N JCT STH 73 TO N (Lat: 43.339531,  Lng: -89.042911),  Route carried "on" structure: US 151,  Year Built: 1975,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 19,400 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 20,440 (year 2039),  Design Load: HS 20,  Features Intersected: ROBBINS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 2 degrees,  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: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: B110085,  Location: 3.0M E JCT CTH D (ORIGINA (Lat: 43.346389,  Lng: -89.032594),  Route carried "on" structure: State highway 16,  Year Built: 1975,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 11,400 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,170 (year 2040),  Design Load: HS 20,  Features Intersected: ROBBINS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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: 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: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: B110086,  Location: 0.5M N JCT STH 16 TO E (Lat: 43.350247,  Lng: -89.029969),  Route carried "on" structure: US 151,  Year Built: 1975,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 21,900 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 27,200 (year 2038),  Design Load: HS 20,  Features Intersected: ROBBINS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: B110126,  Location: 0.5M S JCT STH 16 (Lat: 43.364175,  Lng: -89.048617),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 2.08m (6.82ft),  Average Daily Traffic: 152 (year 2019),  Average Future Daily Traffic: 167 (year 2039),  Design Load: HS 20,  Features Intersected: CRAWFISH RIVER,  Facility Carried by Structure: LRD DUBORG 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: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.0m (65.6ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 78.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B110134,  Location: 0.1M N JCT STH 16 (Lat: 43.342997,  Lng: -89.018342),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 3.94m (12.93ft),  Average Daily Traffic: 482 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 530 (year 2039),  Design Load: HS 20,  Features Intersected: CANADIAN PACIFIC RR,  Facility Carried by Structure: LRD LEWIS ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: B110135,  Location: 0.3M E JCT STH 73 TO S (Lat: 43.335694,  Lng: -89.009583),  Route carried "on" structure: State highway 16,  Year Built: 2005,  Status: Open,  Structure Length: 3.19m (10.47ft),  Average Daily Traffic: 5,300 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 5,830 (year 2039),  Design Load: HS 20,  Features Intersected: CRAWFISH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 76.7 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: B110141,  Location: 0.3M N JCT STH 16 (Lat: 43.341611,  Lng: -89.010556),  Route carried "on" structure: Business US 151,  Year Built: 2007,  Status: Open,  Structure Length: 3.33m (10.93ft),  Average Daily Traffic: 5,120 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,632 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: CRAWFISH RIVER,  Facility Carried by Structure: USH STH 73-USH B15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 71.8 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: B110786,  Location: 0.9M W JCT STH 16 (Lat: 43.358097,  Lng: -89.056350),  Route carried "on" structure: City street ,  Year Built: 1941,  Status: Posted for load,  Structure Length: 1.32m (4.33ft),  Average Daily Traffic: 111 (year 2019),  Average Future Daily Traffic: 122 (year 2040),  Design Load: H 20,  Features Intersected: CRAWFISH RIVER,  Facility Carried by Structure: LRD HALL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.6m (41.3ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 22.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 13.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.77m (5.81ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $136,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $204,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: B11091,  Location: 1.3M N JCT STH 16 (Lat: 43.358478,  Lng: -89.009003),  Route carried "on" structure: City street ,  Year Built: 1932,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 179 (year 2019),  Average Future Daily Traffic: 196 (year 2040),  Design Load: H 15,  Features Intersected: CRAWFISH RIVER,  Facility Carried by Structure: LRD RIVER RD: OLD
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Serious,  Superstructure: Poor,  Substructure: Fair,  Channel: Very good,  Operating Rating: 34.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.15m (16.90ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2020,  Bridge Improvement Cost: $486,000,  Roadway Improvement Cost: $48,000,  Total Project Cost: $730,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: P110912,  Location: 2.8M W JCT USH 151 (Lat: 43.319486,  Lng: -89.071606),  Route carried "on" structure: County highway ,  Year Built: 1936,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 196 (year 2019),  Average Future Daily Traffic: 215 (year 2039),  Design Load: HS 20,  Features Intersected: ROBBINS CREEK,  Facility Carried by Structure: CTH K
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.6m (21.7ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 29.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 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: B110073,  Location: 2.5M N JCT CTH V (Lat: 43.291575,  Lng: -89.069100),  Route carried "under" structure: State highway 73,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 1,300 (year 2019),  Truck Traffic: 6%,  Features Intersected: STH 73,  Facility Carried by Structure: USH 151 NB
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: B110074,  Location: 4.4M N JCT CTH V (S) (Lat: 43.316867,  Lng: -89.045972),  Route carried "under" structure: US 151,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 21,000 (year 2019),  Truck Traffic: 8%,  Features Intersected: USH 151
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.1m (167.7ft)

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Structure Number: B110075,  Location: 0.5M N JCT STH 73 (S) (Lat: 43.326019,  Lng: -89.045489),  Route carried "under" structure: US 151,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 22,100 (year 2018),  Truck Traffic: 8%,  Features Intersected: USH 151,  Facility Carried by Structure: CTH K WESTERN AV
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.4m (168.6ft)

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Structure Number: B110076,  Location: 1.1M W JCT STH 16 (Lat: 43.341706,  Lng: -89.041261),  Route carried "under" structure: City street ,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 342 (year 2019),  Features Intersected: LRD MAPLE AVE,  Facility Carried by Structure: USH 151 NB
Minimum Vertical Clearance: 4.97m (16.31ft),  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: 26.7m (87.6ft)

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Structure Number: B110077,  Location: 2.9M E JCT CTH D (Lat: 43.347097,  Lng: -89.034317),  Route carried "under" structure: State highway 16,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 8,700 (year 2019),  Truck Traffic: 5%,  Features Intersected: STH 16-STH 60,  Facility Carried by Structure: USH 151 NB
Minimum Vertical Clearance: 5.04m (16.54ft),  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: 27.0m (88.6ft)

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Structure Number: B110078,  Location: 2.8M E JCT CTH D (Lat: 43.347719,  Lng: -89.034322),  Route carried "under" structure: State highway 16,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 12,500 (year 2019),  Truck Traffic: 5%,  Features Intersected: STH 16-STH 60,  Facility Carried by Structure: USH 151 SB
Minimum Vertical Clearance: 5.03m (16.50ft),  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: 27.0m (88.6ft)

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Structure Number: B110081,  Location: 1.8M N JCT STH 16 TO E (Lat: 43.356525,  Lng: -89.009128),  Route carried "under" structure: US 151,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 18,100 (year 2019),  Truck Traffic: 8%,  Features Intersected: USH 151,  Facility Carried by Structure: LRD OLD HWY 73 RD
Minimum Vertical Clearance: 4.89m (16.04ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.7m (127.0ft)

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Structure Number: B110082,  Location: 1.6M N JCT CTH V (S) (Lat: 43.292492,  Lng: -89.068667),  Route carried "under" structure: State highway 73,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 1,300 (year 2019),  Truck Traffic: 6%,  Features Intersected: STH 73,  Facility Carried by Structure: USH 151 SB
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: B110083,  Location: 1.2M W JCT STH 16 (Lat: 43.342092,  Lng: -89.041639),  Route carried "under" structure: City street ,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 1,500 (year 2019),  Truck Traffic: 9%,  Features Intersected: LRD MAPLE AVE,  Facility Carried by Structure: USH 151 SB
Minimum Vertical Clearance: 5.33m (17.49ft),  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: 26.7m (87.6ft)

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Structure Number: B13029,  Location: 2.0M N JCT CTH V (Lat: 43.279144,  Lng: -89.088556),  Route carried "under" structure: US 151,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 19,800 (year 2019),  Truck Traffic: 8%,  Features Intersected: USH 151,  Facility Carried by Structure: LRD DEANSVILLE RD
Minimum Vertical Clearance: 4.95m (16.24ft),  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: 37.6m (123.4ft)