Bridge Statistics for Brockway, Wisconsin (WI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 125ft / 37.7mTotal length
- $2,057,000Total costs
- 120,826Total average daily traffic
- 12,393Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Brockway
- No street view available for this location
- New bridges - historical statistics
- 21950-1959
- 81960-1969
- 41990-1999
- Bridge Condition - Deck
- 14.3%Very good
- 28.6%Good
- 14.3%Satisfactory
- 28.6%Fair
- 14.3%Poor
- Bridge Condition - Superstructure
- 14.3%Very good
- 28.6%Good
- 28.6%Satisfactory
- 14.3%Fair
- 14.3%Serious
- Bridge Condition - Substructure
- 28.6%Very good
- 14.3%Good
- 57.1%Satisfactory
- Bridge Condition - Channel
- 83.3%Very good
- 16.7%Satisfactory
- Bridge Condition - Culverts
- 25.0%Good
- 75.0%Satisfactory
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Structure Number: B270004, Location: 6.1M N JCT CTH O (Lat: 44.258089, Lng: -90.842256), Route carried "on" structure: State highway 27, Year Built: 1951, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 3,700 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 4,320 (year 2040), Design Load: H 20, Features Intersected: PERRY 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: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: B270004, Location: 6.1M N JCT CTH O (Lat: 44.258089, Lng: -90.842256), Route carried "on" structure: State highway 27, Year Built: 1951, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 3,700 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 4,320 (year 2040), Design Load: H 20, Features Intersected: PERRY 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: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: B270005, Location: 0.9M E JCT CTH K (Lat: 44.334836, Lng: -90.727308), Route carried "on" structure: State highway 54, Year Built: 1952, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 1,000 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 1,320 (year 2040), Design Load: H 15, Features Intersected: DICKEY CREEK
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), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: B270005, Location: 0.9M E JCT CTH K (Lat: 44.334836, Lng: -90.727308), Route carried "on" structure: State highway 54, Year Built: 1952, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 1,000 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 1,320 (year 2040), Design Load: H 15, Features Intersected: DICKEY CREEK
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), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: B270043, Location: 2.0M E JCT STH 54 TO E (Lat: 44.275394, Lng: -90.798656), Route carried "on" structure: Interstate 94, Year Built: 1968, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 10,400 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 18,720 (year 2040), Design Load: HS 20+Mod, Features Intersected: UNION PACIFIC RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: B270043, Location: 2.0M E JCT STH 54 TO E (Lat: 44.275394, Lng: -90.798656), Route carried "on" structure: Interstate 94, Year Built: 1968, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 10,400 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 18,720 (year 2040), Design Load: HS 20+Mod, Features Intersected: UNION PACIFIC RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: B270044, Location: 10.0M W JCT CTH O TO S (Lat: 44.275586, Lng: -90.798189), Route carried "on" structure: Interstate 94, Year Built: 1968, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 10,400 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 18,720 (year 2040), Design Load: HS 20+Mod, Features Intersected: UNION PACIFIC RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.25m (20.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $778,000, Roadway Improvement Cost: $77,000, Total Project Cost: $1,167,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: B270044, Location: 10.0M W JCT CTH O TO S (Lat: 44.275586, Lng: -90.798189), Route carried "on" structure: Interstate 94, Year Built: 1968, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 10,400 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 18,720 (year 2040), Design Load: HS 20+Mod, Features Intersected: UNION PACIFIC RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.25m (20.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $778,000, Roadway Improvement Cost: $77,000, Total Project Cost: $1,167,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: B270045, Location: 1.0M E JCT USH 12 TO E (Lat: 44.295772, Lng: -90.823194), Route carried "on" structure: State highway 54, Year Built: 1968, Year Reconstructed: 1987, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 6,560 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 7,900 (year 2040), Design Load: HS 20, Features Intersected: 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: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B270045, Location: 1.0M E JCT USH 12 TO E (Lat: 44.295772, Lng: -90.823194), Route carried "on" structure: State highway 54, Year Built: 1968, Year Reconstructed: 1987, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 6,560 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 7,900 (year 2040), Design Load: HS 20, Features Intersected: 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: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B270053, Location: 0.3M E JCT USH 12 (Lat: 44.277614, Lng: -90.803775), Route carried "on" structure: City street , Year Built: 1968, Status: Posted for load, Structure Length: 7.28m (23.88ft), Average Daily Traffic: 110 (year 2019), Average Future Daily Traffic: 110 (year 2040), Design Load: H 15, Features Intersected: IH 94, Facility Carried by Structure: LRD CASTLE MOUND R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.7m (117.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Satisfactory, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 7.71m (25.30ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $593,000, Roadway Improvement Cost: $59,000, Total Project Cost: $890,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B270053, Location: 0.3M E JCT USH 12 (Lat: 44.277614, Lng: -90.803775), Route carried "on" structure: City street , Year Built: 1968, Status: Posted for load, Structure Length: 7.28m (23.88ft), Average Daily Traffic: 110 (year 2019), Average Future Daily Traffic: 110 (year 2040), Design Load: H 15, Features Intersected: IH 94, Facility Carried by Structure: LRD CASTLE MOUND R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.7m (117.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Satisfactory, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 7.71m (25.30ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $593,000, Roadway Improvement Cost: $59,000, Total Project Cost: $890,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B270066, Location: 1.4M E JCT IH 94 TO E (Lat: 44.310653, Lng: -90.805142), Route carried "on" structure: State highway 54, Year Built: 1967, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 10,800 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 10,100 (year 2040), Design Load: H 20, Features Intersected: LEVIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: B270066, Location: 1.4M E JCT IH 94 TO E (Lat: 44.310653, Lng: -90.805142), Route carried "on" structure: State highway 54, Year Built: 1967, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 10,800 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 10,100 (year 2040), Design Load: H 20, Features Intersected: LEVIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: B27011, Location: 0.2M N JCT USH 10 (Lat: 44.588278, Lng: -91.145083), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 228 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 250 (year 2040), Design Load: HS 20, Features Intersected: N FORK BUFFALO RIVER, Facility Carried by Structure: CTH G
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B27011, Location: 0.2M N JCT USH 10 (Lat: 44.588278, Lng: -91.145083), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 228 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 250 (year 2040), Design Load: HS 20, Features Intersected: N FORK BUFFALO RIVER, Facility Carried by Structure: CTH G
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B270116, Location: 4.7M W JCT CTH K (Lat: 44.296286, Lng: -90.822697), Route carried "on" structure: State highway 54, Year Built: 1997, Status: Open, Structure Length: 6.26m (20.54ft), Average Daily Traffic: 7,350 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 19,930 (year 2038), Design Load: HS 20, Features Intersected: 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: 11.3m (37.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 65.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B270116, Location: 4.7M W JCT CTH K (Lat: 44.296286, Lng: -90.822697), Route carried "on" structure: State highway 54, Year Built: 1997, Status: Open, Structure Length: 6.26m (20.54ft), Average Daily Traffic: 7,350 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 19,930 (year 2038), Design Load: HS 20, Features Intersected: 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: 11.3m (37.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 65.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 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: B270121, Location: 0.1M N JCT STH 54 (Lat: 44.311681, Lng: -90.806594), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 281 (year 2019), Average Future Daily Traffic: 309 (year 2039), Design Load: HS 20, Features Intersected: LEVIS CREEK, Facility Carried by Structure: LRD LEICHT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 57.0 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: 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: B270121, Location: 0.1M N JCT STH 54 (Lat: 44.311681, Lng: -90.806594), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 281 (year 2019), Average Future Daily Traffic: 309 (year 2039), Design Load: HS 20, Features Intersected: LEVIS CREEK, Facility Carried by Structure: LRD LEICHT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 57.0 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: 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: P270112, Location: 1.4M N JCT STH 54 (Lat: 44.312064, Lng: -90.821214), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 47 (year 2019), Average Future Daily Traffic: 51 (year 2039), Design Load: H 15, Features Intersected: LEVIS CREEK, Facility Carried by Structure: LRD LEVIS CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
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: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable 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: Bituminous
Structure Number: P270112, Location: 1.4M N JCT STH 54 (Lat: 44.312064, Lng: -90.821214), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 47 (year 2019), Average Future Daily Traffic: 51 (year 2039), Design Load: H 15, Features Intersected: LEVIS CREEK, Facility Carried by Structure: LRD LEVIS CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
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: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable 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: Bituminous
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Structure Number: B270045, Location: 1.5M E JCT USH 12 TO E (Lat: 44.295772, Lng: -90.823194), Route carried "under" structure: Interstate 94, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 26,150 (year 2019), Truck Traffic: 15%, Features Intersected: IH 94, Facility Carried by Structure: STH 54 EB
Minimum Vertical Clearance: 4.81m (15.78ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft)
Structure Number: B270045, Location: 1.5M E JCT USH 12 TO E (Lat: 44.295772, Lng: -90.823194), Route carried "under" structure: Interstate 94, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 26,150 (year 2019), Truck Traffic: 15%, Features Intersected: IH 94, Facility Carried by Structure: STH 54 EB
Minimum Vertical Clearance: 4.81m (15.78ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft)
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Structure Number: B270053, Location: 1.8M E JCT STH 54 TO E (Lat: 44.277614, Lng: -90.803775), Route carried "under" structure: Interstate 94, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 20,800 (year 2019), Truck Traffic: 15%, Features Intersected: IH 94, Facility Carried by Structure: LRD CASTLE MOUND R
Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.7m (117.1ft)
Structure Number: B270053, Location: 1.8M E JCT STH 54 TO E (Lat: 44.277614, Lng: -90.803775), Route carried "under" structure: Interstate 94, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 20,800 (year 2019), Truck Traffic: 15%, Features Intersected: IH 94, Facility Carried by Structure: LRD CASTLE MOUND R
Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.7m (117.1ft)
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Structure Number: B270116, Location: 1.6M E JCT USH 12 TO E (Lat: 44.296286, Lng: -90.822697), Route carried "under" structure: Interstate 94, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 23,000 (year 2019), Features Intersected: IH 94, Facility Carried by Structure: STH 54 WB
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft)
Structure Number: B270116, Location: 1.6M E JCT USH 12 TO E (Lat: 44.296286, Lng: -90.822697), Route carried "under" structure: Interstate 94, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 23,000 (year 2019), Features Intersected: IH 94, Facility Carried by Structure: STH 54 WB
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft)