Bridge Statistics for Union, Wisconsin (WI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 22Number of bridges
- 315ft / 96.2mTotal length
- $5,264,000Total costs
- 232,773Total average daily traffic
- 30,507Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Union
- No street view available for this location
- New bridges - historical statistics
- 41950-1959
- 101960-1969
- 11970-1979
- 21990-1999
- 12000-2009
- 42010-2019
- Bridge Condition - Deck
- 23.1%Very good
- 53.8%Satisfactory
- 23.1%Fair
- Bridge Condition - Superstructure
- 23.1%Very good
- 7.7%Good
- 30.8%Satisfactory
- 38.5%Fair
- Bridge Condition - Substructure
- 23.1%Very good
- 15.4%Good
- 53.8%Satisfactory
- 7.7%Fair
- Bridge Condition - Channel
- 14.3%Excellent
- 71.4%Very good
- 14.3%Satisfactory
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Structure Number: B180011, Location: 2.6M W JCT CTH EE TO W (Lat: 44.853833, Lng: -91.648928), Route carried "on" structure: Interstate 94, Year Built: 1959, Year Reconstructed: 1993, Status: Open, Structure Length: 5.22m (17.13ft), Average Daily Traffic: 13,950 (year 2019), Truck Traffic: 26%, Average Future Daily Traffic: 28,350 (year 2040), Design Load: HS 20+Mod, Features Intersected: ELK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 80.0 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B180011, Location: 2.6M W JCT CTH EE TO W (Lat: 44.853833, Lng: -91.648928), Route carried "on" structure: Interstate 94, Year Built: 1959, Year Reconstructed: 1993, Status: Open, Structure Length: 5.22m (17.13ft), Average Daily Traffic: 13,950 (year 2019), Truck Traffic: 26%, Average Future Daily Traffic: 28,350 (year 2040), Design Load: HS 20+Mod, Features Intersected: ELK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 80.0 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: 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: B180012, Location: 4.5M E JCT USH 12 TO E (Lat: 44.853758, Lng: -91.649742), Route carried "on" structure: Interstate 94, Year Built: 1959, Year Reconstructed: 1993, Status: Open, Structure Length: 5.22m (17.13ft), Average Daily Traffic: 13,950 (year 2019), Truck Traffic: 26%, Average Future Daily Traffic: 28,350 (year 2040), Design Load: HS 20+Mod, Features Intersected: ELK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 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: 17.1m (56.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 80.0 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B180012, Location: 4.5M E JCT USH 12 TO E (Lat: 44.853758, Lng: -91.649742), Route carried "on" structure: Interstate 94, Year Built: 1959, Year Reconstructed: 1993, Status: Open, Structure Length: 5.22m (17.13ft), Average Daily Traffic: 13,950 (year 2019), Truck Traffic: 26%, Average Future Daily Traffic: 28,350 (year 2040), Design Load: HS 20+Mod, Features Intersected: ELK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 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: 17.1m (56.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 80.0 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: 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: B180014, Location: 0.5M S JCT USH 12 (Lat: 44.849094, Lng: -91.630531), Route carried "on" structure: City street , Year Built: 1959, Year Reconstructed: 1993, Status: Open, Structure Length: 6.70m (21.98ft), Average Daily Traffic: 360 (year 2019), Average Future Daily Traffic: 360 (year 2040), Design Load: HS 20, Features Intersected: IH 94, Facility Carried by Structure: LRD ELK CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 41.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B180014, Location: 0.5M S JCT USH 12 (Lat: 44.849094, Lng: -91.630531), Route carried "on" structure: City street , Year Built: 1959, Year Reconstructed: 1993, Status: Open, Structure Length: 6.70m (21.98ft), Average Daily Traffic: 360 (year 2019), Average Future Daily Traffic: 360 (year 2040), Design Load: HS 20, Features Intersected: IH 94, Facility Carried by Structure: LRD ELK CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 41.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B180015, Location: 0.2M W JCT USH 12 (Lat: 44.842772, Lng: -91.604397), Route carried "on" structure: State highway 312, Year Built: 1967, Year Reconstructed: 1988, Status: Open, Structure Length: 9.28m (30.45ft), Average Daily Traffic: 10,700 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 13,960 (year 2040), Design Load: HS 20, Features Intersected: IH 94
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 34 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 14.5m (47.6ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B180015, Location: 0.2M W JCT USH 12 (Lat: 44.842772, Lng: -91.604397), Route carried "on" structure: State highway 312, Year Built: 1967, Year Reconstructed: 1988, Status: Open, Structure Length: 9.28m (30.45ft), Average Daily Traffic: 10,700 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 13,960 (year 2040), Design Load: HS 20, Features Intersected: IH 94
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 34 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 14.5m (47.6ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B180017, Location: 0.4M S JCT USH 12 (Lat: 44.836322, Lng: -91.589317), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 7.71m (25.30ft), Average Daily Traffic: 1,200 (year 2019), Average Future Daily Traffic: 1,200 (year 2040), Design Load: H 15, Features Intersected: IH 94, Facility Carried by Structure: CTH EE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 37.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: B180017, Location: 0.4M S JCT USH 12 (Lat: 44.836322, Lng: -91.589317), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 7.71m (25.30ft), Average Daily Traffic: 1,200 (year 2019), Average Future Daily Traffic: 1,200 (year 2040), Design Load: H 15, Features Intersected: IH 94, Facility Carried by Structure: CTH EE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 37.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: B180018, Location: 0.3M N JCT CTH T (Lat: 44.820419, Lng: -91.568764), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 9.00m (29.53ft), Average Daily Traffic: 1,400 (year 2019), Average Future Daily Traffic: 1,400 (year 2040), Design Load: H 15, Features Intersected: IH 94, Facility Carried by Structure: CTH TT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.1m (95.5ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, 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: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: B180018, Location: 0.3M N JCT CTH T (Lat: 44.820419, Lng: -91.568764), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 9.00m (29.53ft), Average Daily Traffic: 1,400 (year 2019), Average Future Daily Traffic: 1,400 (year 2040), Design Load: H 15, Features Intersected: IH 94, Facility Carried by Structure: CTH TT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.1m (95.5ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, 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: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: B180024, Location: 0.3M W JCT STH 37 TO N (Lat: 44.780114, Lng: -91.535611), Route carried "on" structure: Interstate 94, Year Built: 1965, Year Reconstructed: 1992, Status: Open, Structure Length: 27.84m (91.34ft), Average Daily Traffic: 11,100 (year 2019), Truck Traffic: 26%, Average Future Daily Traffic: 23,150 (year 2040), Design Load: HS 20+Mod, Features Intersected: CHIPPEWA RIVER 05
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 28.29m (92.81ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 72 months, Inspection Date: August 2021, Underwater Inspection Date: November 2020, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $3,509,000, Roadway Improvement Cost: $350,000, Total Project Cost: $5,264,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B180024, Location: 0.3M W JCT STH 37 TO N (Lat: 44.780114, Lng: -91.535611), Route carried "on" structure: Interstate 94, Year Built: 1965, Year Reconstructed: 1992, Status: Open, Structure Length: 27.84m (91.34ft), Average Daily Traffic: 11,100 (year 2019), Truck Traffic: 26%, Average Future Daily Traffic: 23,150 (year 2040), Design Load: HS 20+Mod, Features Intersected: CHIPPEWA RIVER 05
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 28.29m (92.81ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 72 months, Inspection Date: August 2021, Underwater Inspection Date: November 2020, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $3,509,000, Roadway Improvement Cost: $350,000, Total Project Cost: $5,264,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B180045, Location: 5.0M E JCT CTH EE TO N (Lat: 44.786000, Lng: -91.544800), Route carried "on" structure: Interstate 94, Year Built: 1965, Year Reconstructed: 1993, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 11,100 (year 2019), Truck Traffic: 26%, Average Future Daily Traffic: 23,150 (year 2040), Design Load: HS 20+Mod, Features Intersected: CHIPPEWA RIVER OVERFLOW
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: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 50.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum 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 24 months, Other Special Inspection Frequency: Every 96 months, Inspection Date: August 2021, Other Special Inspection Date: October 2015, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B180045, Location: 5.0M E JCT CTH EE TO N (Lat: 44.786000, Lng: -91.544800), Route carried "on" structure: Interstate 94, Year Built: 1965, Year Reconstructed: 1993, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 11,100 (year 2019), Truck Traffic: 26%, Average Future Daily Traffic: 23,150 (year 2040), Design Load: HS 20+Mod, Features Intersected: CHIPPEWA RIVER OVERFLOW
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: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 50.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum 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 24 months, Other Special Inspection Frequency: Every 96 months, Inspection Date: August 2021, Other Special Inspection Date: October 2015, 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: B180129, Location: AT C&NW TRANS CO (Lat: 44.840133, Lng: -91.533150), Route carried "on" structure: State highway 312, Year Built: 1993, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 8,300 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 11,077 (year 2040), Design Load: HS 20, Features Intersected: C&NW TRANS CO
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), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 65.0 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: Better than present minimum 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B180129, Location: AT C&NW TRANS CO (Lat: 44.840133, Lng: -91.533150), Route carried "on" structure: State highway 312, Year Built: 1993, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 8,300 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 11,077 (year 2040), Design Load: HS 20, Features Intersected: C&NW TRANS CO
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), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 65.0 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: Better than present minimum 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B180138, Location: 0.1M E JCT CTH TT (G) (Lat: 44.843422, Lng: -91.566525), Route carried "on" structure: US 12, Year Built: 1993, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 16,800 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 23,120 (year 2038), Design Load: HS 20, Features Intersected: SHERMAN 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: 21.0m (68.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very 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: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B180138, Location: 0.1M E JCT CTH TT (G) (Lat: 44.843422, Lng: -91.566525), Route carried "on" structure: US 12, Year Built: 1993, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 16,800 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 23,120 (year 2038), Design Load: HS 20, Features Intersected: SHERMAN 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: 21.0m (68.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very 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: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B180201, Location: 0.4M W USH 12 (Lat: 44.814111, Lng: -91.549639), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 2.31m (7.58ft), Average Daily Traffic: 4,510 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 4,961 (year 2039), Design Load: HS 25 or greater, Features Intersected: SHERMAN CREEK, Facility Carried by Structure: CTH E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 82.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B180201, Location: 0.4M W USH 12 (Lat: 44.814111, Lng: -91.549639), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 2.31m (7.58ft), Average Daily Traffic: 4,510 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 4,961 (year 2039), Design Load: HS 25 or greater, Features Intersected: SHERMAN CREEK, Facility Carried by Structure: CTH E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 82.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B180207, Location: 4.5M E JCT CTH EE TO N (Lat: 44.792725, Lng: -91.549372), Route carried "on" structure: Interstate 94, Year Built: 2012, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 11,100 (year 2019), Average Future Daily Traffic: 40,000 (year 2038), Design Load: HL 93, Features Intersected: CTH C
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: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B180207, Location: 4.5M E JCT CTH EE TO N (Lat: 44.792725, Lng: -91.549372), Route carried "on" structure: Interstate 94, Year Built: 2012, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 11,100 (year 2019), Average Future Daily Traffic: 40,000 (year 2038), Design Load: HL 93, Features Intersected: CTH C
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: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 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: B180208, Location: 1.4M W JCT STH 37 TO N (Lat: 44.792386, Lng: -91.548542), Route carried "on" structure: Interstate 94, Year Built: 2012, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 11,100 (year 2019), Average Future Daily Traffic: 11,100 (year 2038), Design Load: HL 93, Features Intersected: CTH C
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: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B180208, Location: 1.4M W JCT STH 37 TO N (Lat: 44.792386, Lng: -91.548542), Route carried "on" structure: Interstate 94, Year Built: 2012, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 11,100 (year 2019), Average Future Daily Traffic: 11,100 (year 2038), Design Load: HL 93, Features Intersected: CTH C
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: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 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: P180095, Location: 1.0M W USH 12 (Lat: 44.855611, Lng: -91.649500), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 205 (year 2019), Average Future Daily Traffic: 225 (year 2039), Design Load: H 20, Features Intersected: ELK CREEK, Facility Carried by Structure: LRD COUNTY LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 34.3 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, 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
Structure Number: P180095, Location: 1.0M W USH 12 (Lat: 44.855611, Lng: -91.649500), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 205 (year 2019), Average Future Daily Traffic: 225 (year 2039), Design Load: H 20, Features Intersected: ELK CREEK, Facility Carried by Structure: LRD COUNTY LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 34.3 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, 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: B180014, Location: 5.5M E JCT USH 12 TO E (Lat: 44.849094, Lng: -91.630531), Route carried "under" structure: Interstate 94, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 27,900 (year 2019), Truck Traffic: 14%, Features Intersected: IH 94, Facility Carried by Structure: LRD ELK CREEK RD
Minimum Vertical Clearance: 5.07m (16.63ft), 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: 21.3m (69.9ft)
Structure Number: B180014, Location: 5.5M E JCT USH 12 TO E (Lat: 44.849094, Lng: -91.630531), Route carried "under" structure: Interstate 94, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 27,900 (year 2019), Truck Traffic: 14%, Features Intersected: IH 94, Facility Carried by Structure: LRD ELK CREEK RD
Minimum Vertical Clearance: 5.07m (16.63ft), 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: 21.3m (69.9ft)
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Structure Number: B180015, Location: 6.8M E JCT USH 12 (G) (Lat: 44.842772, Lng: -91.604397), Route carried "under" structure: Interstate 94, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 27,900 (year 2019), Truck Traffic: 14%, Features Intersected: IH 94, Facility Carried by Structure: STH 312
Minimum Vertical Clearance: 4.84m (15.88ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.4m (103.0ft)
Structure Number: B180015, Location: 6.8M E JCT USH 12 (G) (Lat: 44.842772, Lng: -91.604397), Route carried "under" structure: Interstate 94, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 27,900 (year 2019), Truck Traffic: 14%, Features Intersected: IH 94, Facility Carried by Structure: STH 312
Minimum Vertical Clearance: 4.84m (15.88ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.4m (103.0ft)
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Structure Number: B180017, Location: 0.8M E JCT CTH EE (G) (Lat: 44.836322, Lng: -91.589317), Route carried "under" structure: Interstate 94, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 27,900 (year 2019), Truck Traffic: 15%, Features Intersected: IH 94, Facility Carried by Structure: CTH EE
Minimum Vertical Clearance: 4.86m (15.94ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.7m (81.0ft)
Structure Number: B180017, Location: 0.8M E JCT CTH EE (G) (Lat: 44.836322, Lng: -91.589317), Route carried "under" structure: Interstate 94, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 27,900 (year 2019), Truck Traffic: 15%, Features Intersected: IH 94, Facility Carried by Structure: CTH EE
Minimum Vertical Clearance: 4.86m (15.94ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.7m (81.0ft)
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Structure Number: B180018, Location: 2.3M E JCT CTH EE TO N (Lat: 44.820419, Lng: -91.568764), Route carried "under" structure: Interstate 94, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 27,900 (year 2019), Truck Traffic: 15%, Features Intersected: IH 94, Facility Carried by Structure: CTH TT
Minimum Vertical Clearance: 4.87m (15.98ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.1m (95.5ft)
Structure Number: B180018, Location: 2.3M E JCT CTH EE TO N (Lat: 44.820419, Lng: -91.568764), Route carried "under" structure: Interstate 94, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 27,900 (year 2019), Truck Traffic: 15%, Features Intersected: IH 94, Facility Carried by Structure: CTH TT
Minimum Vertical Clearance: 4.87m (15.98ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.1m (95.5ft)
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Structure Number: B180023, Location: LOCATION UNKNOWN, PLEASE (Lat: 44.781144, Lng: -91.539081), Route carried "under" structure: Other road , Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 99 (year 2019), Features Intersected: CHIPPEWA RIVER 04, Facility Carried by Structure: IH 94 EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.7m (149.9ft)
Structure Number: B180023, Location: LOCATION UNKNOWN, PLEASE (Lat: 44.781144, Lng: -91.539081), Route carried "under" structure: Other road , Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 99 (year 2019), Features Intersected: CHIPPEWA RIVER 04, Facility Carried by Structure: IH 94 EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.7m (149.9ft)
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Structure Number: B180024, Location: LOCATION UNKNOWN, PLEASE (Lat: 44.780114, Lng: -91.535611), Route carried "under" structure: Other road , Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 99 (year 2019), Features Intersected: CHIPPEWA RIVER 05, Facility Carried by Structure: IH 94 WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.7m (149.9ft)
Structure Number: B180024, Location: LOCATION UNKNOWN, PLEASE (Lat: 44.780114, Lng: -91.535611), Route carried "under" structure: Other road , Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 99 (year 2019), Features Intersected: CHIPPEWA RIVER 05, Facility Carried by Structure: IH 94 WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.7m (149.9ft)
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Structure Number: B180207, Location: 0.1M E JCT CTH EE (Lat: 44.792725, Lng: -91.549372), Route carried "under" structure: County highway , Year Built: 2012, Structure Length: 0. m, Average Daily Traffic: 2,600 (year 2019), Features Intersected: CTH C, Facility Carried by Structure: IH 94 EB
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.9m (121.1ft)
Structure Number: B180207, Location: 0.1M E JCT CTH EE (Lat: 44.792725, Lng: -91.549372), Route carried "under" structure: County highway , Year Built: 2012, Structure Length: 0. m, Average Daily Traffic: 2,600 (year 2019), Features Intersected: CTH C, Facility Carried by Structure: IH 94 EB
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.9m (121.1ft)
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Structure Number: B180208, Location: 0.1M E JCT CTH EE (Lat: 44.792386, Lng: -91.548542), Route carried "under" structure: County highway , Year Built: 2012, Structure Length: 0. m, Average Daily Traffic: 2,600 (year 2019), Features Intersected: CTH C, Facility Carried by Structure: IH 94 WB
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.9m (121.1ft)
Structure Number: B180208, Location: 0.1M E JCT CTH EE (Lat: 44.792386, Lng: -91.548542), Route carried "under" structure: County highway , Year Built: 2012, Structure Length: 0. m, Average Daily Traffic: 2,600 (year 2019), Features Intersected: CTH C, Facility Carried by Structure: IH 94 WB
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.9m (121.1ft)