Bridge Statistics for New Lisbon, Wisconsin (WI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 171ft / 51.8mTotal length
- $503,000Total costs
- 169,275Total average daily traffic
- 37,795Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for New Lisbon
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11950-1959
- 141960-1969
- 11990-1999
- 12000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 21990-1999
- 12000-2009
- Bridge Condition - Deck
- 50.0%Good
- 33.3%Satisfactory
- 8.3%Fair
- 8.3%Poor
- Bridge Condition - Superstructure
- 41.7%Good
- 41.7%Satisfactory
- 8.3%Fair
- 8.3%Poor
- Bridge Condition - Substructure
- 8.3%Very good
- 8.3%Good
- 66.7%Satisfactory
- 16.7%Fair
- Bridge Condition - Channel
- 12.5%Excellent
- 50.0%Very good
- 37.5%Good
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Structure Number: B290014, Location: 0.4M N JCT USH 12 (Lat: 43.889428, Lng: -90.173919), Route carried "on" structure: County highway , Year Built: 1957, Status: Open, Structure Length: 3.09m (10.14ft), Average Daily Traffic: 327 (year 2019), Average Future Daily Traffic: 359 (year 2039), Design Load: H 15, Features Intersected: LITTLE LEMONWEIR RIVER, Facility Carried by Structure: CTH M CUTLER ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 34.3 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: 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: 3.54m (11.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $335,000, Roadway Improvement Cost: $33,000, Total Project Cost: $503,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B290014, Location: 0.4M N JCT USH 12 (Lat: 43.889428, Lng: -90.173919), Route carried "on" structure: County highway , Year Built: 1957, Status: Open, Structure Length: 3.09m (10.14ft), Average Daily Traffic: 327 (year 2019), Average Future Daily Traffic: 359 (year 2039), Design Load: H 15, Features Intersected: LITTLE LEMONWEIR RIVER, Facility Carried by Structure: CTH M CUTLER ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 34.3 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: 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: 3.54m (11.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $335,000, Roadway Improvement Cost: $33,000, Total Project Cost: $503,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B290042, Location: 2.1M W JCT CTH Q (Lat: 43.862125, Lng: -90.115900), Route carried "on" structure: City street , Year Built: 1964, Status: Posted for load, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 120 (year 2019), Average Future Daily Traffic: 150 (year 2040), Design Load: H 15, Features Intersected: IH 90 WB-IH 94 WB, Facility Carried by Structure: LRD WELCH PRAIRIE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B290042, Location: 2.1M W JCT CTH Q (Lat: 43.862125, Lng: -90.115900), Route carried "on" structure: City street , Year Built: 1964, Status: Posted for load, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 120 (year 2019), Average Future Daily Traffic: 150 (year 2040), Design Load: H 15, Features Intersected: IH 90 WB-IH 94 WB, Facility Carried by Structure: LRD WELCH PRAIRIE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B290043, Location: 1.0M N JCT USH 12 TO W (Lat: 43.882772, Lng: -90.147631), Route carried "on" structure: State highway 80, Year Built: 1964, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 3,300 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 4,990 (year 2040), Design Load: HS 20, Features Intersected: IH 90-IH 94
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: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 62.1 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: Meets minimum limits, 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: Low Slump Concrete
Structure Number: B290043, Location: 1.0M N JCT USH 12 TO W (Lat: 43.882772, Lng: -90.147631), Route carried "on" structure: State highway 80, Year Built: 1964, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 3,300 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 4,990 (year 2040), Design Load: HS 20, Features Intersected: IH 90-IH 94
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: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 62.1 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: Meets minimum limits, 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: Low Slump Concrete
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Structure Number: B290044, Location: 6.3M E JCT CTH C TO W (Lat: 43.885361, Lng: -90.152400), Route carried "on" structure: Interstate 90, Year Built: 1964, Year Reconstructed: 1997, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 17,900 (year 2019), Truck Traffic: 27%, Average Future Daily Traffic: 30,350 (year 2040), Design Load: HS 20+Mod, Features Intersected: LRD HOG ISLAND RD/CN RR
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: 11.9m (39.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, 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: 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B290044, Location: 6.3M E JCT CTH C TO W (Lat: 43.885361, Lng: -90.152400), Route carried "on" structure: Interstate 90, Year Built: 1964, Year Reconstructed: 1997, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 17,900 (year 2019), Truck Traffic: 27%, Average Future Daily Traffic: 30,350 (year 2040), Design Load: HS 20+Mod, Features Intersected: LRD HOG ISLAND RD/CN RR
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: 11.9m (39.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, 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: 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: 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: B290045, Location: 0.4M W JCT STH 80 TO N (Lat: 43.885419, Lng: -90.151622), Route carried "on" structure: Interstate 90, Year Built: 1964, Year Reconstructed: 1996, Status: Open, Structure Length: 5.54m (18.18ft), Average Daily Traffic: 17,900 (year 2019), Truck Traffic: 27%, Average Future Daily Traffic: 30,350 (year 2040), Design Load: HS 20+Mod, Features Intersected: LRD HOG ISLAND RD/UP RR
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: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B290045, Location: 0.4M W JCT STH 80 TO N (Lat: 43.885419, Lng: -90.151622), Route carried "on" structure: Interstate 90, Year Built: 1964, Year Reconstructed: 1996, Status: Open, Structure Length: 5.54m (18.18ft), Average Daily Traffic: 17,900 (year 2019), Truck Traffic: 27%, Average Future Daily Traffic: 30,350 (year 2040), Design Load: HS 20+Mod, Features Intersected: LRD HOG ISLAND RD/UP RR
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: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: 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: B290046, Location: 5.5M E JCT CTH C TO W (Lat: 43.891717, Lng: -90.165164), Route carried "on" structure: Interstate 90, Year Built: 1964, Status: Open, Structure Length: 5.87m (19.26ft), Average Daily Traffic: 17,900 (year 2019), Truck Traffic: 27%, Average Future Daily Traffic: 19,600 (year 2037), Design Load: HS 20, Features Intersected: LEMONWEIR RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.4m (63.6ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B290046, Location: 5.5M E JCT CTH C TO W (Lat: 43.891717, Lng: -90.165164), Route carried "on" structure: Interstate 90, Year Built: 1964, Status: Open, Structure Length: 5.87m (19.26ft), Average Daily Traffic: 17,900 (year 2019), Truck Traffic: 27%, Average Future Daily Traffic: 19,600 (year 2037), Design Load: HS 20, Features Intersected: LEMONWEIR RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.4m (63.6ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: August 2019, 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: B290047, Location: 1.2M W JCT STH 80 TO N (Lat: 43.891847, Lng: -90.164217), Route carried "on" structure: Interstate 90, Year Built: 1964, Status: Open, Structure Length: 5.87m (19.26ft), Average Daily Traffic: 17,900 (year 2019), Truck Traffic: 27%, Average Future Daily Traffic: 19,600 (year 2037), Design Load: HS 20, Features Intersected: LEMONWEIR RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.4m (63.6ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 42.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B290047, Location: 1.2M W JCT STH 80 TO N (Lat: 43.891847, Lng: -90.164217), Route carried "on" structure: Interstate 90, Year Built: 1964, Status: Open, Structure Length: 5.87m (19.26ft), Average Daily Traffic: 17,900 (year 2019), Truck Traffic: 27%, Average Future Daily Traffic: 19,600 (year 2037), Design Load: HS 20, Features Intersected: LEMONWEIR RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.4m (63.6ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 42.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: August 2019, 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: B290048, Location: 0.7M N JCT USH 12 (MP 60. (Lat: 43.894053, Lng: -90.172469), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 3.94m (12.93ft), Average Daily Traffic: 470 (year 2019), Average Future Daily Traffic: 480 (year 2040), Design Load: H 15, Features Intersected: IH 90 EB-IH 94 EB, Facility Carried by Structure: CTH M
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.4m (50.5ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 29.4 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: 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: Low Slump Concrete
Structure Number: B290048, Location: 0.7M N JCT USH 12 (MP 60. (Lat: 43.894053, Lng: -90.172469), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 3.94m (12.93ft), Average Daily Traffic: 470 (year 2019), Average Future Daily Traffic: 480 (year 2040), Design Load: H 15, Features Intersected: IH 90 EB-IH 94 EB, Facility Carried by Structure: CTH M
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.4m (50.5ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 29.4 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: 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: Low Slump Concrete
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Structure Number: B290057, Location: 0.9M N JCT USH 12 (Lat: 43.894069, Lng: -90.187428), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 1.66m (5.45ft), Average Daily Traffic: 44 (year 2019), Average Future Daily Traffic: 48 (year 2040), Design Load: H 15, Features Intersected: LITTLE LEMONWEIR RIVER, Facility Carried by Structure: LRD MCEWEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 34.3 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum 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
Structure Number: B290057, Location: 0.9M N JCT USH 12 (Lat: 43.894069, Lng: -90.187428), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 1.66m (5.45ft), Average Daily Traffic: 44 (year 2019), Average Future Daily Traffic: 48 (year 2040), Design Load: H 15, Features Intersected: LITTLE LEMONWEIR RIVER, Facility Carried by Structure: LRD MCEWEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 34.3 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum 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
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Structure Number: B290105, Location: 0.2M N JCT USH 12 TO W (Lat: 43.879658, Lng: -90.161933), Route carried "on" structure: State highway 80, Year Built: 1995, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 3,300 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 4,400 (year 2040), Design Load: HS 20, Features Intersected: LEMONWEIR RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.4m (93.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 70.2 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: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B290105, Location: 0.2M N JCT USH 12 TO W (Lat: 43.879658, Lng: -90.161933), Route carried "on" structure: State highway 80, Year Built: 1995, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 3,300 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 4,400 (year 2040), Design Load: HS 20, Features Intersected: LEMONWEIR RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.4m (93.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 70.2 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: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B290131, Location: 0.2M S CTH B (Lat: 43.856289, Lng: -90.173500), Route carried "on" structure: State highway 80, Year Built: 2005, Status: Open, Structure Length: 1.51m (4.95ft), Average Daily Traffic: 1,600 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 1,860 (year 2038), Design Load: HS 20, Features Intersected: WEBSTER CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B290131, Location: 0.2M S CTH B (Lat: 43.856289, Lng: -90.173500), Route carried "on" structure: State highway 80, Year Built: 2005, Status: Open, Structure Length: 1.51m (4.95ft), Average Daily Traffic: 1,600 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 1,860 (year 2038), Design Load: HS 20, Features Intersected: WEBSTER CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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: May 2019, 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: B290147, Location: 0.1 MI E JCT STH 80 (Lat: 43.857917, Lng: -90.169408), Route carried "on" structure: County highway B, Year Built: 2012, Status: Open, Structure Length: 0.89m (2.92ft), Average Daily Traffic: 574 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 631 (year 2035), Design Load: HS 20, Features Intersected: WEBSTER CREEK
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: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Excellent, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: B290147, Location: 0.1 MI E JCT STH 80 (Lat: 43.857917, Lng: -90.169408), Route carried "on" structure: County highway B, Year Built: 2012, Status: Open, Structure Length: 0.89m (2.92ft), Average Daily Traffic: 574 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 631 (year 2035), Design Load: HS 20, Features Intersected: WEBSTER CREEK
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: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Excellent, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: B290931, Location: CITY OF NEW LISBON (Lat: 43.867258, Lng: -90.158669), Route carried "on" structure: US 12, Year Built: 1920, Year Reconstructed: 2000, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 4,500 (year 2019), Average Future Daily Traffic: 2,501 (year 2040), Design Load: HS 20, Features Intersected: WEBSTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), 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: 13.0m (42.7ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 70.2 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 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B290931, Location: CITY OF NEW LISBON (Lat: 43.867258, Lng: -90.158669), Route carried "on" structure: US 12, Year Built: 1920, Year Reconstructed: 2000, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 4,500 (year 2019), Average Future Daily Traffic: 2,501 (year 2040), Design Load: HS 20, Features Intersected: WEBSTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), 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: 13.0m (42.7ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 70.2 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 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: 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: B290041, Location: 2.2M E JCT STH 80 TO N (Lat: 43.862128, Lng: -90.117097), Route carried "under" structure: Interstate 90, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 14,400 (year 2020), Truck Traffic: 27%, Features Intersected: IH 90 EB-IH 94 EB, Facility Carried by Structure: LRD WELCH PRAIRIE
Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.0m (59.1ft)
Structure Number: B290041, Location: 2.2M E JCT STH 80 TO N (Lat: 43.862128, Lng: -90.117097), Route carried "under" structure: Interstate 90, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 14,400 (year 2020), Truck Traffic: 27%, Features Intersected: IH 90 EB-IH 94 EB, Facility Carried by Structure: LRD WELCH PRAIRIE
Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.0m (59.1ft)
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Structure Number: B290042, Location: 5.6M W JCT STH 82 TO E (Lat: 43.862125, Lng: -90.115900), Route carried "under" structure: Interstate 90, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 14,400 (year 2020), Truck Traffic: 27%, Features Intersected: IH 90 WB-IH 94 WB, Facility Carried by Structure: LRD WELCH PRAIRIE
Minimum Vertical Clearance: 4.91m (16.11ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.0m (59.1ft)
Structure Number: B290042, Location: 5.6M W JCT STH 82 TO E (Lat: 43.862125, Lng: -90.115900), Route carried "under" structure: Interstate 90, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 14,400 (year 2020), Truck Traffic: 27%, Features Intersected: IH 90 WB-IH 94 WB, Facility Carried by Structure: LRD WELCH PRAIRIE
Minimum Vertical Clearance: 4.91m (16.11ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.0m (59.1ft)
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Structure Number: B290043, Location: 6.5M E JCT CTH C TO W (Lat: 43.882772, Lng: -90.147631), Route carried "under" structure: Interstate 90, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 35,800 (year 2019), Truck Traffic: 15%, Features Intersected: IH 90-IH 94, Facility Carried by Structure: STH 80-E BRIDGE ST
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.0m (68.9ft)
Structure Number: B290043, Location: 6.5M E JCT CTH C TO W (Lat: 43.882772, Lng: -90.147631), Route carried "under" structure: Interstate 90, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 35,800 (year 2019), Truck Traffic: 15%, Features Intersected: IH 90-IH 94, Facility Carried by Structure: STH 80-E BRIDGE ST
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.0m (68.9ft)
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Structure Number: B290044, Location: 0.4M N JCT STH 80 (Lat: 43.885361, Lng: -90.152400), Route carried "under" structure: City street , Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 470 (year 2019), Features Intersected: LRD HOG ISLAND RD/CN RR, Facility Carried by Structure: IH 90 EB-IH 94 EB
Minimum Vertical Clearance: 6.84m (22.44ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 15.2m (49.9ft)
Structure Number: B290044, Location: 0.4M N JCT STH 80 (Lat: 43.885361, Lng: -90.152400), Route carried "under" structure: City street , Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 470 (year 2019), Features Intersected: LRD HOG ISLAND RD/CN RR, Facility Carried by Structure: IH 90 EB-IH 94 EB
Minimum Vertical Clearance: 6.84m (22.44ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 15.2m (49.9ft)
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Structure Number: B290045, Location: 0.4M N JCT STH 80 (Lat: 43.885419, Lng: -90.151622), Route carried "under" structure: City street , Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 470 (year 2019), Features Intersected: LRD HOG ISLAND RD/UP RR, Facility Carried by Structure: IH 90 WB-IH 94 WB
Minimum Vertical Clearance: 6.82m (22.38ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 15.2m (49.9ft)
Structure Number: B290045, Location: 0.4M N JCT STH 80 (Lat: 43.885419, Lng: -90.151622), Route carried "under" structure: City street , Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 470 (year 2019), Features Intersected: LRD HOG ISLAND RD/UP RR, Facility Carried by Structure: IH 90 WB-IH 94 WB
Minimum Vertical Clearance: 6.82m (22.38ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 15.2m (49.9ft)
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Structure Number: B290048, Location: 5.1M E JCT CTH C TO W (Lat: 43.894053, Lng: -90.172469), Route carried "under" structure: Interstate 90, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 17,900 (year 2019), Truck Traffic: 27%, Features Intersected: IH 90 EB-IH 94 EB, Facility Carried by Structure: CTH M
Minimum Vertical Clearance: 4.96m (16.27ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 15.4m (50.5ft)
Structure Number: B290048, Location: 5.1M E JCT CTH C TO W (Lat: 43.894053, Lng: -90.172469), Route carried "under" structure: Interstate 90, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 17,900 (year 2019), Truck Traffic: 27%, Features Intersected: IH 90 EB-IH 94 EB, Facility Carried by Structure: CTH M
Minimum Vertical Clearance: 4.96m (16.27ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 15.4m (50.5ft)