Bridge Statistics for Osseo, Wisconsin (WI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 27Number of bridges
- 190ft / 57.7mTotal length
- $1,855,000Total costs
- 162,006Total average daily traffic
- 9,877Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Osseo
- No street view available for this location
- New bridges - historical statistics
- 31930-1939
- 61960-1969
- 41980-1989
- 21990-1999
- 42000-2009
- 42010-2019
- 42020-2022
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 21980-1989
- Bridge Condition - Deck
- 14.3%Excellent
- 14.3%Very good
- 19.0%Good
- 38.1%Satisfactory
- 14.3%Fair
- Bridge Condition - Superstructure
- 14.3%Excellent
- 14.3%Very good
- 23.8%Good
- 33.3%Satisfactory
- 14.3%Fair
- Bridge Condition - Substructure
- 14.3%Excellent
- 23.8%Very good
- 19.0%Good
- 33.3%Satisfactory
- 4.8%Fair
- 4.8%Poor
- Bridge Condition - Channel
- 17.6%Excellent
- 41.2%Very good
- 23.5%Good
- 5.9%Satisfactory
- 11.8%Fair
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Structure Number: B270035, Location: 3.3M E JCT USH 10 TO E (Lat: 44.546756, Lng: -91.163403), Route carried "on" structure: Interstate 94, Year Built: 1966, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 13,200 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 15,146 (year 2040), Design Load: HS 20+Mod, Features Intersected: S FK BUFFALO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.7m (61.4ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 41.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: B270035, Location: 3.3M E JCT USH 10 TO E (Lat: 44.546756, Lng: -91.163403), Route carried "on" structure: Interstate 94, Year Built: 1966, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 13,200 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 15,146 (year 2040), Design Load: HS 20+Mod, Features Intersected: S FK BUFFALO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.7m (61.4ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 41.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: B270036, Location: 7.3M W JCT STH 121 TO E (Lat: 44.546331, Lng: -91.161444), Route carried "on" structure: Interstate 94, Year Built: 1966, Status: Open, Structure Length: 3.59m (11.78ft), Average Daily Traffic: 13,200 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 14,313 (year 2040), Design Load: HS 20+Mod, Features Intersected: S FK BUFFALO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.2m (56.4ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 42.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: B270036, Location: 7.3M W JCT STH 121 TO E (Lat: 44.546331, Lng: -91.161444), Route carried "on" structure: Interstate 94, Year Built: 1966, Status: Open, Structure Length: 3.59m (11.78ft), Average Daily Traffic: 13,200 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 14,313 (year 2040), Design Load: HS 20+Mod, Features Intersected: S FK BUFFALO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.2m (56.4ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 42.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: B270037, Location: 4.1M E JCT USH 10 TO E (Lat: 44.535483, Lng: -91.155597), Route carried "on" structure: Interstate 94, Year Built: 1966, Status: Open, Structure Length: 3.45m (11.32ft), Average Daily Traffic: 13,200 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 15,146 (year 2040), Design Load: HS 20+Mod, Features Intersected: CTH B
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: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 22.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $484,000, Roadway Improvement Cost: $48,000, Total Project Cost: $726,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: B270037, Location: 4.1M E JCT USH 10 TO E (Lat: 44.535483, Lng: -91.155597), Route carried "on" structure: Interstate 94, Year Built: 1966, Status: Open, Structure Length: 3.45m (11.32ft), Average Daily Traffic: 13,200 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 15,146 (year 2040), Design Load: HS 20+Mod, Features Intersected: CTH B
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: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 22.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $484,000, Roadway Improvement Cost: $48,000, Total Project Cost: $726,000 ( 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: B270038, Location: 6.5M W JCT STH 121 TO E (Lat: 44.535161, Lng: -91.154842), Route carried "on" structure: Interstate 94, Year Built: 1966, Status: Open, Structure Length: 3.45m (11.32ft), Average Daily Traffic: 13,200 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 14,313 (year 2040), Design Load: HS 20+Mod, Features Intersected: CTH B
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: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), 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: 22.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $484,000, Roadway Improvement Cost: $48,000, Total Project Cost: $726,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: B270038, Location: 6.5M W JCT STH 121 TO E (Lat: 44.535161, Lng: -91.154842), Route carried "on" structure: Interstate 94, Year Built: 1966, Status: Open, Structure Length: 3.45m (11.32ft), Average Daily Traffic: 13,200 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 14,313 (year 2040), Design Load: HS 20+Mod, Features Intersected: CTH B
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: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), 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: 22.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $484,000, Roadway Improvement Cost: $48,000, Total Project Cost: $726,000 ( 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: B270166, Location: 0.2M N JCT CTH B (Lat: 44.538694, Lng: -91.145806), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 1.17m (3.84ft), Average Daily Traffic: 130 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 150 (year 2040), Design Load: HL 93, Features Intersected: S FK 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: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 51.2 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: 39.5 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: Superior 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 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: B270166, Location: 0.2M N JCT CTH B (Lat: 44.538694, Lng: -91.145806), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 1.17m (3.84ft), Average Daily Traffic: 130 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 150 (year 2040), Design Load: HL 93, Features Intersected: S FK 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: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 51.2 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: 39.5 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: Superior 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 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: B610073, Location: 0.2M S JCT USH 10 (Lat: 44.573167, Lng: -91.267806), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 176 (year 2019), Average Future Daily Traffic: 193 (year 2039), Design Load: H 20, Features Intersected: BUFFALO RIVER, Facility Carried by Structure: LRD TRACY VALLEY R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 52.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B610073, Location: 0.2M S JCT USH 10 (Lat: 44.573167, Lng: -91.267806), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 176 (year 2019), Average Future Daily Traffic: 193 (year 2039), Design Load: H 20, Features Intersected: BUFFALO RIVER, Facility Carried by Structure: LRD TRACY VALLEY R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 52.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B610096, Location: 0.3M N JCT USH 10 (Lat: 44.594222, Lng: -91.175750), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 1.69m (5.54ft), Average Daily Traffic: 2,170 (year 2019), Average Future Daily Traffic: 2,387 (year 2039), Design Load: HS 20, Features Intersected: N FK BUFFALO RIVER, Facility Carried by Structure: CTH R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B610096, Location: 0.3M N JCT USH 10 (Lat: 44.594222, Lng: -91.175750), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 1.69m (5.54ft), Average Daily Traffic: 2,170 (year 2019), Average Future Daily Traffic: 2,387 (year 2039), Design Load: HS 20, Features Intersected: N FK BUFFALO RIVER, Facility Carried by Structure: CTH R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: B610098, Location: 0.7M N JCT CTH E (Lat: 44.530883, Lng: -91.227178), Route carried "on" structure: US 53, Year Built: 1987, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 2,700 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 3,820 (year 2039), Design Load: HS 20, Features Intersected: KING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, 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: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: B610098, Location: 0.7M N JCT CTH E (Lat: 44.530883, Lng: -91.227178), Route carried "on" structure: US 53, Year Built: 1987, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 2,700 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 3,820 (year 2039), Design Load: HS 20, Features Intersected: KING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, 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: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: B610105, Location: 0.6M W JCT USH 10 (Lat: 44.593028, Lng: -91.185917), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 20 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 21 (year 2039), Design Load: HS 20, Features Intersected: BUFFALO RIVER, Facility Carried by Structure: LRD BUFFALO ROAD (
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, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 63.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B610105, Location: 0.6M W JCT USH 10 (Lat: 44.593028, Lng: -91.185917), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 20 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 21 (year 2039), Design Load: HS 20, Features Intersected: BUFFALO RIVER, Facility Carried by Structure: LRD BUFFALO ROAD (
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, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 63.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B610118, Location: 0.1M N JCT CTH O (Lat: 44.576761, Lng: -91.223989), Route carried "on" structure: US 53, Year Built: 1936, Year Reconstructed: 1986, Status: Open, Structure Length: 1.81m (5.94ft), Average Daily Traffic: 4,900 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 5,880 (year 2038), Design Load: HS 20, Features Intersected: S FK BUFFALO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.6m (51.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 60.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B610118, Location: 0.1M N JCT CTH O (Lat: 44.576761, Lng: -91.223989), Route carried "on" structure: US 53, Year Built: 1936, Year Reconstructed: 1986, Status: Open, Structure Length: 1.81m (5.94ft), Average Daily Traffic: 4,900 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 5,880 (year 2038), Design Load: HS 20, Features Intersected: S FK BUFFALO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.6m (51.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 60.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B610129, Location: 0.1M E JCT CTH NN (Lat: 44.590667, Lng: -91.203028), Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 1.73m (5.68ft), Average Daily Traffic: 82 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 90 (year 2039), Design Load: HS 20, Features Intersected: BUFFALO RIVER, Facility Carried by Structure: LRD ALVESTAD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.4m (27.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 65.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B610129, Location: 0.1M E JCT CTH NN (Lat: 44.590667, Lng: -91.203028), Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 1.73m (5.68ft), Average Daily Traffic: 82 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 90 (year 2039), Design Load: HS 20, Features Intersected: BUFFALO RIVER, Facility Carried by Structure: LRD ALVESTAD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.4m (27.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 65.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: B610156, Location: AT IH 94 (Lat: 44.579011, Lng: -91.205272), Route carried "on" structure: US 10, Year Built: 2003, Status: Open, Structure Length: 6.72m (22.05ft), Average Daily Traffic: 7,600 (year 2019), Average Future Daily Traffic: 23,525 (year 2039), Design Load: HS 20, Features Intersected: IH 94
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 32 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.6m (107.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.0m (3.3ft), Curb-To-Curb Width: 25.2m (82.7ft), Out-to-Out Width: 32.1m (105.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 68.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B610156, Location: AT IH 94 (Lat: 44.579011, Lng: -91.205272), Route carried "on" structure: US 10, Year Built: 2003, Status: Open, Structure Length: 6.72m (22.05ft), Average Daily Traffic: 7,600 (year 2019), Average Future Daily Traffic: 23,525 (year 2039), Design Load: HS 20, Features Intersected: IH 94
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 32 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.6m (107.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.0m (3.3ft), Curb-To-Curb Width: 25.2m (82.7ft), Out-to-Out Width: 32.1m (105.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 68.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B610175, Location: 0.1M S JCT USH 10 (Lat: 44.578028, Lng: -91.246944), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 2.64m (8.66ft), Average Daily Traffic: 342 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 376 (year 2039), Design Load: HS 20, Features Intersected: BUFFALO RIVER, Facility Carried by Structure: CTH OOO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, 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: Good, Channel: Fair, 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: 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 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B610175, Location: 0.1M S JCT USH 10 (Lat: 44.578028, Lng: -91.246944), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 2.64m (8.66ft), Average Daily Traffic: 342 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 376 (year 2039), Design Load: HS 20, Features Intersected: BUFFALO RIVER, Facility Carried by Structure: CTH OOO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, 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: Good, Channel: Fair, 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: 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 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B610176, Location: 0.6M N JCT USH 10 (Lat: 44.586639, Lng: -91.217639), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 636 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 699 (year 2039), Design Load: HS 20, Features Intersected: BR BUFFALO RIVER, Facility Carried by Structure: CTH NN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 75.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B610176, Location: 0.6M N JCT USH 10 (Lat: 44.586639, Lng: -91.217639), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 636 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 699 (year 2039), Design Load: HS 20, Features Intersected: BR BUFFALO RIVER, Facility Carried by Structure: CTH NN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 75.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 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: B610215, Location: 6.3M E JCT CTH HH TO N (Lat: 44.588800, Lng: -91.212300), Route carried "on" structure: Interstate 94, Year Built: 2020, Status: Open, Structure Length: 4.53m (14.86ft), Average Daily Traffic: 13,950 (year 2019), Average Future Daily Traffic: 15,325 (year 2037), Design Load: HL 93, Features Intersected: CTH NN / BUFFALO RIVER S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.9m (144.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B610215, Location: 6.3M E JCT CTH HH TO N (Lat: 44.588800, Lng: -91.212300), Route carried "on" structure: Interstate 94, Year Built: 2020, Status: Open, Structure Length: 4.53m (14.86ft), Average Daily Traffic: 13,950 (year 2019), Average Future Daily Traffic: 15,325 (year 2037), Design Load: HL 93, Features Intersected: CTH NN / BUFFALO RIVER S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.9m (144.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B610216, Location: 0.9M W JCT USH 10 TO E (Lat: 44.588900, Lng: -91.212000), Route carried "on" structure: Interstate 94, Year Built: 2019, Status: Open, Structure Length: 4.53m (14.86ft), Average Daily Traffic: 12,770 (year 2019), Average Future Daily Traffic: 15,325 (year 2037), Design Load: HL 93, Features Intersected: CTH NN / BUFFALO RIVER S
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: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.9m (144.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B610216, Location: 0.9M W JCT USH 10 TO E (Lat: 44.588900, Lng: -91.212000), Route carried "on" structure: Interstate 94, Year Built: 2019, Status: Open, Structure Length: 4.53m (14.86ft), Average Daily Traffic: 12,770 (year 2019), Average Future Daily Traffic: 15,325 (year 2037), Design Load: HL 93, Features Intersected: CTH NN / BUFFALO RIVER S
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: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.9m (144.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B610217, Location: 6.4M E JCT CTH HH TO N (Lat: 44.588000, Lng: -91.211694), Route carried "on" structure: Interstate 94, Year Built: 2020, Status: Open, Structure Length: 4.04m (13.25ft), Average Daily Traffic: 13,950 (year 2018), Average Future Daily Traffic: 15,325 (year 2037), Design Load: HL 93, Features Intersected: BUFFALO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 54.1 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: 36.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B610217, Location: 6.4M E JCT CTH HH TO N (Lat: 44.588000, Lng: -91.211694), Route carried "on" structure: Interstate 94, Year Built: 2020, Status: Open, Structure Length: 4.04m (13.25ft), Average Daily Traffic: 13,950 (year 2018), Average Future Daily Traffic: 15,325 (year 2037), Design Load: HL 93, Features Intersected: BUFFALO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 54.1 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: 36.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B610218, Location: 0.9M W JCT USH 10 TO E (Lat: 44.588083, Lng: -91.211389), Route carried "on" structure: Interstate 94, Year Built: 2019, Status: Open, Structure Length: 4.04m (13.25ft), Average Daily Traffic: 12,770 (year 2019), Average Future Daily Traffic: 15,325 (year 2037), Design Load: HL 93, Features Intersected: BUFFALO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 54.1 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: 36.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B610218, Location: 0.9M W JCT USH 10 TO E (Lat: 44.588083, Lng: -91.211389), Route carried "on" structure: Interstate 94, Year Built: 2019, Status: Open, Structure Length: 4.04m (13.25ft), Average Daily Traffic: 12,770 (year 2019), Average Future Daily Traffic: 15,325 (year 2037), Design Load: HL 93, Features Intersected: BUFFALO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 54.1 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: 36.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B610219, Location: 0.7M W JCT CTH O (Lat: 44.561250, Lng: -91.261028), Route carried "on" structure: City street , Year Built: 2018, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 100 (year 2038), Design Load: HL 93, Features Intersected: KING CREEK, Facility Carried by Structure: LRD RIPHENBURG 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: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 49.2 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: 37.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B610219, Location: 0.7M W JCT CTH O (Lat: 44.561250, Lng: -91.261028), Route carried "on" structure: City street , Year Built: 2018, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 100 (year 2038), Design Load: HL 93, Features Intersected: KING CREEK, Facility Carried by Structure: LRD RIPHENBURG 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: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 49.2 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: 37.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B610282, Location: 0.9M E JCT CTH K (Lat: 44.579306, Lng: -91.226158), Route carried "on" structure: US 10, Year Built: 1937, Year Reconstructed: 1965, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 4,300 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 10,800 (year 2040), Design Load: H 15, Features Intersected: BUFFALO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.0m (52.5ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 0.0m, Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Very good, Operating Rating: 63.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.16m (7.09ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Bridge Improvement Cost: $268,000, Roadway Improvement Cost: $26,000, Total Project Cost: $403,000 ( 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: B610282, Location: 0.9M E JCT CTH K (Lat: 44.579306, Lng: -91.226158), Route carried "on" structure: US 10, Year Built: 1937, Year Reconstructed: 1965, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 4,300 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 10,800 (year 2040), Design Load: H 15, Features Intersected: BUFFALO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.0m (52.5ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 0.0m, Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Very good, Operating Rating: 63.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.16m (7.09ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Bridge Improvement Cost: $268,000, Roadway Improvement Cost: $26,000, Total Project Cost: $403,000 ( 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: B610283, Location: 0.2M E JCT CTH K (Lat: 44.579447, Lng: -91.241994), Route carried "on" structure: US 10, Year Built: 1937, Year Reconstructed: 1991, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 4,300 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 5,600 (year 2039), Design Load: HS 20, Features Intersected: BUFFALO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.6m (31.5ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 80.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.0 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B610283, Location: 0.2M E JCT CTH K (Lat: 44.579447, Lng: -91.241994), Route carried "on" structure: US 10, Year Built: 1937, Year Reconstructed: 1991, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 4,300 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 5,600 (year 2039), Design Load: HS 20, Features Intersected: BUFFALO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.6m (31.5ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 80.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.0 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: P610059, Location: 1.1M S JCT USH 10 (Lat: 44.571250, Lng: -91.206194), Route carried "on" structure: County highway , Year Built: 1981, Status: Posted for load, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 1,030 (year 2019), Average Future Daily Traffic: 1,133 (year 2040), Design Load: HS 20, Features Intersected: S FK BUFFALO RIVER, Facility Carried by Structure: CTH B
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: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: P610059, Location: 1.1M S JCT USH 10 (Lat: 44.571250, Lng: -91.206194), Route carried "on" structure: County highway , Year Built: 1981, Status: Posted for load, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 1,030 (year 2019), Average Future Daily Traffic: 1,133 (year 2040), Design Load: HS 20, Features Intersected: S FK BUFFALO RIVER, Facility Carried by Structure: CTH B
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: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: B270037, Location: 0.5M E JCT CTH G (Lat: 44.535483, Lng: -91.155597), Route carried "under" structure: County highway , Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 190 (year 2019), Features Intersected: CTH B, Facility Carried by Structure: IH 94 EB
Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 14.0m (45.9ft)
Structure Number: B270037, Location: 0.5M E JCT CTH G (Lat: 44.535483, Lng: -91.155597), Route carried "under" structure: County highway , Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 190 (year 2019), Features Intersected: CTH B, Facility Carried by Structure: IH 94 EB
Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 14.0m (45.9ft)
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Structure Number: B270038, Location: 0.5M E JCT CTH G (Lat: 44.535161, Lng: -91.154842), Route carried "under" structure: County highway , Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 190 (year 2019), Features Intersected: CTH B, Facility Carried by Structure: IH 94 WB
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 14.0m (45.9ft)
Structure Number: B270038, Location: 0.5M E JCT CTH G (Lat: 44.535161, Lng: -91.154842), Route carried "under" structure: County highway , Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 190 (year 2019), Features Intersected: CTH B, Facility Carried by Structure: IH 94 WB
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 14.0m (45.9ft)
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Structure Number: B610156, Location: AT USH 10 (Lat: 44.579011, Lng: -91.205272), Route carried "under" structure: Interstate 94, Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 26,400 (year 2019), Features Intersected: IH 94, Facility Carried by Structure: USH 10 EB
Minimum Vertical Clearance: 5.04m (16.54ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.6m (107.0ft)
Structure Number: B610156, Location: AT USH 10 (Lat: 44.579011, Lng: -91.205272), Route carried "under" structure: Interstate 94, Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 26,400 (year 2019), Features Intersected: IH 94, Facility Carried by Structure: USH 10 EB
Minimum Vertical Clearance: 5.04m (16.54ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.6m (107.0ft)
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Structure Number: B610215, Location: 0.9M N JCT USH 10 (Lat: 44.588800, Lng: -91.212300), Route carried "under" structure: County highway , Year Built: 2020, Structure Length: 0. m, Average Daily Traffic: 250 (year 2019), Features Intersected: CTH NN / BUFFALO RIVER S, Facility Carried by Structure: IH 94 EB
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.9m (144.0ft)
Structure Number: B610215, Location: 0.9M N JCT USH 10 (Lat: 44.588800, Lng: -91.212300), Route carried "under" structure: County highway , Year Built: 2020, Structure Length: 0. m, Average Daily Traffic: 250 (year 2019), Features Intersected: CTH NN / BUFFALO RIVER S, Facility Carried by Structure: IH 94 EB
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.9m (144.0ft)
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Structure Number: B610216, Location: 0.9M N JCT USH 10 (Lat: 44.588900, Lng: -91.212000), Route carried "under" structure: County highway , Year Built: 2019, Structure Length: 0. m, Average Daily Traffic: 250 (year 2019), Features Intersected: CTH NN / BUFFALO RIVER S, Facility Carried by Structure: IH 94 WB
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.9m (144.0ft)
Structure Number: B610216, Location: 0.9M N JCT USH 10 (Lat: 44.588900, Lng: -91.212000), Route carried "under" structure: County highway , Year Built: 2019, Structure Length: 0. m, Average Daily Traffic: 250 (year 2019), Features Intersected: CTH NN / BUFFALO RIVER S, Facility Carried by Structure: IH 94 WB
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.9m (144.0ft)