Bridge Statistics for Cameron, Wisconsin (WI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 102ft / 31.5mTotal length
- $147,000Total costs
- 54,773Total average daily traffic
- 3,477Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Cameron
- No street view available for this location
- New bridges - historical statistics
- 121970-1979
- 11990-1999
- Bridge Condition - Deck
- 50.0%Good
- 25.0%Satisfactory
- 25.0%Fair
- Bridge Condition - Superstructure
- 75.0%Good
- 25.0%Satisfactory
- Bridge Condition - Substructure
- 62.5%Very good
- 12.5%Good
- 12.5%Satisfactory
- 12.5%Poor
- Bridge Condition - Channel
- 66.7%Very good
- 33.3%Poor
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Structure Number: B030035, Location: 2.0M S JCT USH 8 (Lat: 45.365864, Lng: -91.787058), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 3.36m (11.02ft), Average Daily Traffic: 1,635 (year 2019), Average Future Daily Traffic: 1,798 (year 2039), Design Load: H 20, Features Intersected: YELLOW RIVER, Facility Carried by Structure: CTH O
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B030035, Location: 2.0M S JCT USH 8 (Lat: 45.365864, Lng: -91.787058), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 3.36m (11.02ft), Average Daily Traffic: 1,635 (year 2019), Average Future Daily Traffic: 1,798 (year 2039), Design Load: H 20, Features Intersected: YELLOW RIVER, Facility Carried by Structure: CTH O
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B030037, Location: 8.2M S JCT STH 48 TO E (Lat: 45.395725, Lng: -91.758356), Route carried "on" structure: US 53, Year Built: 1972, Status: Open, Structure Length: 7.44m (24.41ft), Average Daily Traffic: 6,200 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 7,440 (year 2037), Design Load: HS 20, Features Intersected: USH 8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.0m (121.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: B030037, Location: 8.2M S JCT STH 48 TO E (Lat: 45.395725, Lng: -91.758356), Route carried "on" structure: US 53, Year Built: 1972, Status: Open, Structure Length: 7.44m (24.41ft), Average Daily Traffic: 6,200 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 7,440 (year 2037), Design Load: HS 20, Features Intersected: USH 8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.0m (121.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: B030038, Location: 8.5M N JCT CTH I TO E (Lat: 45.395106, Lng: -91.757528), Route carried "on" structure: US 53, Year Built: 1972, Status: Open, Structure Length: 7.44m (24.41ft), Average Daily Traffic: 6,200 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 7,440 (year 2037), Design Load: HS 20, Features Intersected: USH 8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.0m (121.4ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 24.5m (80.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: B030038, Location: 8.5M N JCT CTH I TO E (Lat: 45.395106, Lng: -91.757528), Route carried "on" structure: US 53, Year Built: 1972, Status: Open, Structure Length: 7.44m (24.41ft), Average Daily Traffic: 6,200 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 7,440 (year 2037), Design Load: HS 20, Features Intersected: USH 8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.0m (121.4ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 24.5m (80.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: B030061, Location: 1.0M E JCT CTH O (Lat: 45.394764, Lng: -91.766311), Route carried "on" structure: US 8, Year Built: 1973, Status: Open, Structure Length: 3.49m (11.45ft), Average Daily Traffic: 5,550 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 6,660 (year 2037), Design Load: HS 20, Features Intersected: LRD 19TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 55.5 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: 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: B030061, Location: 1.0M E JCT CTH O (Lat: 45.394764, Lng: -91.766311), Route carried "on" structure: US 8, Year Built: 1973, Status: Open, Structure Length: 3.49m (11.45ft), Average Daily Traffic: 5,550 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 6,660 (year 2037), Design Load: HS 20, Features Intersected: LRD 19TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 55.5 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: 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: B030062, Location: 4.9M W JCT CTH M (Lat: 45.397028, Lng: -91.741256), Route carried "on" structure: US 8, Year Built: 1973, Status: Open, Structure Length: 3.80m (12.47ft), Average Daily Traffic: 2,950 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 3,540 (year 2037), Design Load: HS 20, Features Intersected: CNW RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.4m (50.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 50.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: B030062, Location: 4.9M W JCT CTH M (Lat: 45.397028, Lng: -91.741256), Route carried "on" structure: US 8, Year Built: 1973, Status: Open, Structure Length: 3.80m (12.47ft), Average Daily Traffic: 2,950 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 3,540 (year 2037), Design Load: HS 20, Features Intersected: CNW RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.4m (50.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 50.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: B030063, Location: 0.7M E JCT USH 53 TO N (Lat: 45.396536, Lng: -91.741483), Route carried "on" structure: US 8, Year Built: 1973, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 2,950 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 3,540 (year 2037), Design Load: HS 20, Features Intersected: CNW RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.4m (50.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 50.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: B030063, Location: 0.7M E JCT USH 53 TO N (Lat: 45.396536, Lng: -91.741483), Route carried "on" structure: US 8, Year Built: 1973, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 2,950 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 3,540 (year 2037), Design Load: HS 20, Features Intersected: CNW RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.4m (50.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 50.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: B030118, Location: 0.3M W OF 22ND STREET (Lat: 45.404583, Lng: -91.710661), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 94 (year 2019), Average Future Daily Traffic: 103 (year 2039), Design Load: HS 20, Features Intersected: RICE CREEK, Facility Carried by Structure: LRD 13 3/4 AVENUE
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, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B030118, Location: 0.3M W OF 22ND STREET (Lat: 45.404583, Lng: -91.710661), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 94 (year 2019), Average Future Daily Traffic: 103 (year 2039), Design Load: HS 20, Features Intersected: RICE CREEK, Facility Carried by Structure: LRD 13 3/4 AVENUE
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, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: 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: P030972, Location: 1.9M E JCT CTH SS (Lat: 45.422600, Lng: -91.697008), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 94 (year 2019), Average Future Daily Traffic: 103 (year 2040), Features Intersected: RICE CREEK, Facility Carried by Structure: LRD 15TH AVE
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: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.7m (25.3ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Poor, Operating Rating: 41.0 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: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $98,000, Roadway Improvement Cost: $9,000, Total Project Cost: $147,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: P030972, Location: 1.9M E JCT CTH SS (Lat: 45.422600, Lng: -91.697008), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 94 (year 2019), Average Future Daily Traffic: 103 (year 2040), Features Intersected: RICE CREEK, Facility Carried by Structure: LRD 15TH AVE
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: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.7m (25.3ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Poor, Operating Rating: 41.0 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: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $98,000, Roadway Improvement Cost: $9,000, Total Project Cost: $147,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: B030037, Location: 1.4M E JCT CTH O (Lat: 45.395725, Lng: -91.758356), Route carried "under" structure: US 8, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 11,000 (year 2019), Truck Traffic: 7%, Features Intersected: USH 8, Facility Carried by Structure: USH 53 SB
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.0m (121.4ft)
Structure Number: B030037, Location: 1.4M E JCT CTH O (Lat: 45.395725, Lng: -91.758356), Route carried "under" structure: US 8, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 11,000 (year 2019), Truck Traffic: 7%, Features Intersected: USH 8, Facility Carried by Structure: USH 53 SB
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.0m (121.4ft)
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Structure Number: B030038, Location: 1.4M E JCT CTH O (Lat: 45.395106, Lng: -91.757528), Route carried "under" structure: US 8, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 11,000 (year 2019), Truck Traffic: 7%, Features Intersected: USH 8, Facility Carried by Structure: USH 53 NB
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.0m (121.4ft)
Structure Number: B030038, Location: 1.4M E JCT CTH O (Lat: 45.395106, Lng: -91.757528), Route carried "under" structure: US 8, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 11,000 (year 2019), Truck Traffic: 7%, Features Intersected: USH 8, Facility Carried by Structure: USH 53 NB
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.0m (121.4ft)
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Structure Number: B03004, Location: 1.3M W JCT USH 8 (Lat: 45.407722, Lng: -91.762169), Route carried "under" structure: County highway , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 4,100 (year 2019), Features Intersected: CTH W, Facility Carried by Structure: USH 53 NB
Minimum Vertical Clearance: 6.64m (21.78ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.6m (100.4ft)
Structure Number: B03004, Location: 1.3M W JCT USH 8 (Lat: 45.407722, Lng: -91.762169), Route carried "under" structure: County highway , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 4,100 (year 2019), Features Intersected: CTH W, Facility Carried by Structure: USH 53 NB
Minimum Vertical Clearance: 6.64m (21.78ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.6m (100.4ft)
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Structure Number: B03006, Location: 0.8M S JCT CTH W (Lat: 45.395208, Lng: -91.765861), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 1,500 (year 2019), Features Intersected: LRD 19TH ST, Facility Carried by Structure: USH 8 WB
Minimum Vertical Clearance: 4.40m (14.44ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 16.2m (53.1ft)
Structure Number: B03006, Location: 0.8M S JCT CTH W (Lat: 45.395208, Lng: -91.765861), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 1,500 (year 2019), Features Intersected: LRD 19TH ST, Facility Carried by Structure: USH 8 WB
Minimum Vertical Clearance: 4.40m (14.44ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 16.2m (53.1ft)
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Structure Number: B030061, Location: 0.8M S JCT CTH W (Lat: 45.394764, Lng: -91.766311), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 1,500 (year 2019), Features Intersected: LRD 19TH ST, Facility Carried by Structure: USH 8 EB
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: 16.2m (53.1ft)
Structure Number: B030061, Location: 0.8M S JCT CTH W (Lat: 45.394764, Lng: -91.766311), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 1,500 (year 2019), Features Intersected: LRD 19TH ST, Facility Carried by Structure: USH 8 EB
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: 16.2m (53.1ft)