Bridge Statistics for Independence, Wisconsin (WI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 69ft / 21.1mTotal length
- 20,460Total average daily traffic
- 911Total average daily truck traffic
- 26,133Total future (year 2039) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Independence
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 31980-1989
- 11990-1999
- 32000-2009
- 32010-2019
- 12020-2022
- Bridge Condition - Deck
- 10.0%Excellent
- 10.0%Very good
- 60.0%Good
- 10.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Superstructure
- 10.0%Excellent
- 30.0%Very good
- 40.0%Good
- 10.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Substructure
- 10.0%Excellent
- 40.0%Very good
- 30.0%Good
- 20.0%Satisfactory
- Bridge Condition - Channel
- 8.3%Excellent
- 83.3%Very good
- 8.3%Fair
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Structure Number: B610016, Location: 1.6M E JCT STH 93 TO S (Lat: 44.365017, Lng: -91.389425), Route carried "on" structure: State highway 121, Year Built: 1952, Year Reconstructed: 2015, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 5,000 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 6,600 (year 2039), Design Load: H 15, Features Intersected: MAULE COULEE 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), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Fair, 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: Better than 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: Bituminous
Structure Number: B610016, Location: 1.6M E JCT STH 93 TO S (Lat: 44.365017, Lng: -91.389425), Route carried "on" structure: State highway 121, Year Built: 1952, Year Reconstructed: 2015, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 5,000 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 6,600 (year 2039), Design Load: H 15, Features Intersected: MAULE COULEE 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), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Fair, 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: Better than 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: Bituminous
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Structure Number: B610076, Location: 0.1M N JCT CTH XX (Lat: 44.314114, Lng: -91.460761), Route carried "on" structure: State highway 93, Year Built: 1983, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 6,000 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 7,520 (year 2039), Design Load: HS 20, Features Intersected: PASSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 67.0 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 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: B610076, Location: 0.1M N JCT CTH XX (Lat: 44.314114, Lng: -91.460761), Route carried "on" structure: State highway 93, Year Built: 1983, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 6,000 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 7,520 (year 2039), Design Load: HS 20, Features Intersected: PASSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 67.0 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 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: B610081, Location: 0.2M E JCT STH 93 (Lat: 44.329944, Lng: -91.453194), Route carried "on" structure: City street , Year Built: 1983, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 177 (year 2019), Average Future Daily Traffic: 194 (year 2039), Design Load: H 20, Features Intersected: TREMPEALEAU RIVER, Facility Carried by Structure: LRD CROSS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very 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: 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 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: B610081, Location: 0.2M E JCT STH 93 (Lat: 44.329944, Lng: -91.453194), Route carried "on" structure: City street , Year Built: 1983, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 177 (year 2019), Average Future Daily Traffic: 194 (year 2039), Design Load: H 20, Features Intersected: TREMPEALEAU RIVER, Facility Carried by Structure: LRD CROSS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very 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: 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 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: B610143, Location: 0.1M N JCT CTH XX (Lat: 44.330028, Lng: -91.483194), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 1.11m (3.64ft), Average Daily Traffic: 32 (year 2019), Average Future Daily Traffic: 35 (year 2039), Design Load: HS 20, Features Intersected: WICKHAM VALLEY CREEK, Facility Carried by Structure: LRD DORIS GUZA 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, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very 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, 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: B610143, Location: 0.1M N JCT CTH XX (Lat: 44.330028, Lng: -91.483194), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 1.11m (3.64ft), Average Daily Traffic: 32 (year 2019), Average Future Daily Traffic: 35 (year 2039), Design Load: HS 20, Features Intersected: WICKHAM VALLEY CREEK, Facility Carried by Structure: LRD DORIS GUZA 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, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very 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, 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: B610159, Location: 2.0M S JCT CTH Q (Lat: 44.321500, Lng: -91.395556), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 37 (year 2019), Average Future Daily Traffic: 40 (year 2039), Design Load: HS 20, Features Intersected: PLUM CREEK, Facility Carried by Structure: LRD PLUM 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), Skew: 3 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: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very 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, 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: B610159, Location: 2.0M S JCT CTH Q (Lat: 44.321500, Lng: -91.395556), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 37 (year 2019), Average Future Daily Traffic: 40 (year 2039), Design Load: HS 20, Features Intersected: PLUM CREEK, Facility Carried by Structure: LRD PLUM 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), Skew: 3 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: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very 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, 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: B610161, Location: 0.8M S JCT CTH Q (Lat: 44.335639, Lng: -91.427833), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 1.76m (5.77ft), Average Daily Traffic: 205 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 225 (year 2039), Design Load: HS 20, Features Intersected: PLUM CREEK, Facility Carried by Structure: LRD RIVER 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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 49.0 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: Equal to present desirable 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 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: B610161, Location: 0.8M S JCT CTH Q (Lat: 44.335639, Lng: -91.427833), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 1.76m (5.77ft), Average Daily Traffic: 205 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 225 (year 2039), Design Load: HS 20, Features Intersected: PLUM CREEK, Facility Carried by Structure: LRD RIVER 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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 49.0 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: Equal to present desirable 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 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: B610167, Location: 1.2M W JCT. STH 93 (Lat: 44.321611, Lng: -91.479917), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 174 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 191 (year 2039), Design Load: HS 20, Features Intersected: BR. TREMPELEAU R., Facility Carried by Structure: CTH XX
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), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: B610167, Location: 1.2M W JCT. STH 93 (Lat: 44.321611, Lng: -91.479917), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 174 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 191 (year 2039), Design Load: HS 20, Features Intersected: BR. TREMPELEAU R., Facility Carried by Structure: CTH XX
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), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: B610207, Location: TOWN OF ARCADIA (Lat: 44.302333, Lng: -91.447072), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 270 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 360 (year 2039), Design Load: HL 93, Features Intersected: BR TREMPEALEAU R, Facility Carried by Structure: LRD RIVER VALLEY D
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: 13.4m (44.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 45.4 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: 35.0 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: Somewhat better than minimum adequacy, 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: B610207, Location: TOWN OF ARCADIA (Lat: 44.302333, Lng: -91.447072), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 270 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 360 (year 2039), Design Load: HL 93, Features Intersected: BR TREMPEALEAU R, Facility Carried by Structure: LRD RIVER VALLEY D
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: 13.4m (44.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 45.4 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: 35.0 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: Somewhat better than minimum adequacy, 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: B61021, Location: 2.8M N JCT STH 35/54 (Lat: 44.105306, Lng: -91.519694), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 473 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 520 (year 2039), Design Load: HL 93, Features Intersected: PINE CR, 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), Skew: 1 degrees, 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: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 48.0 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: 36.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: B61021, Location: 2.8M N JCT STH 35/54 (Lat: 44.105306, Lng: -91.519694), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 473 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 520 (year 2039), Design Load: HL 93, Features Intersected: PINE CR, 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), Skew: 1 degrees, 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: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 48.0 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: 36.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: B610211, Location: 0.3M S JCT STH 121 (Lat: 44.358194, Lng: -91.420028), Route carried "on" structure: State highway 93, Year Built: 2014, Status: Open, Structure Length: 4.87m (15.98ft), Average Daily Traffic: 7,850 (year 2019), Average Future Daily Traffic: 10,150 (year 2039), Design Load: HL 93, Features Intersected: ELK 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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.4 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: 34.3 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Underwater Inspection Frequency: Every 72 months, Inspection Date: October 2020, Underwater Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B610211, Location: 0.3M S JCT STH 121 (Lat: 44.358194, Lng: -91.420028), Route carried "on" structure: State highway 93, Year Built: 2014, Status: Open, Structure Length: 4.87m (15.98ft), Average Daily Traffic: 7,850 (year 2019), Average Future Daily Traffic: 10,150 (year 2039), Design Load: HL 93, Features Intersected: ELK 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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.4 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: 34.3 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Underwater Inspection Frequency: Every 72 months, Inspection Date: October 2020, Underwater Inspection Date: December 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: B610233, Location: 1.0M S JCT CTH Q (Lat: 44.334250, Lng: -91.419889), Route carried "on" structure: City street , Year Built: 2020, Status: Open, Structure Length: 1.11m (3.64ft), Average Daily Traffic: 125 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 170 (year 2040), Design Load: HL 93, Features Intersected: PLUM CREEK, Facility Carried by Structure: LRD 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, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 55.4 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: 42.8 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B610233, Location: 1.0M S JCT CTH Q (Lat: 44.334250, Lng: -91.419889), Route carried "on" structure: City street , Year Built: 2020, Status: Open, Structure Length: 1.11m (3.64ft), Average Daily Traffic: 125 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 170 (year 2040), Design Load: HL 93, Features Intersected: PLUM CREEK, Facility Carried by Structure: LRD 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, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 55.4 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: 42.8 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: P610173, Location: 1.2M S JCT CTH Q (Lat: 44.327361, Lng: -91.407694), Route carried "on" structure: City street , Year Built: 1981, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 117 (year 2019), Average Future Daily Traffic: 128 (year 2039), Design Load: HS 20, Features Intersected: PLUM CREEK, Facility Carried by Structure: LRD BISEK RIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, 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: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: P610173, Location: 1.2M S JCT CTH Q (Lat: 44.327361, Lng: -91.407694), Route carried "on" structure: City street , Year Built: 1981, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 117 (year 2019), Average Future Daily Traffic: 128 (year 2039), Design Load: HS 20, Features Intersected: PLUM CREEK, Facility Carried by Structure: LRD BISEK RIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, 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: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous