Bridge Statistics for Delafield, Wisconsin (WI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 131ft / 39.9mTotal length
- $4,742,000Total costs
- 362,760Total average daily traffic
- 33,728Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Delafield
- No street view available for this location
- New bridges - historical statistics
- 131960-1969
- 21970-1979
- 11990-1999
- 12000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 51990-1999
- 02000-2009
- 02010-2019
- 12020-2022
- Bridge Condition - Deck
- 20.0%Very good
- 60.0%Good
- 10.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Superstructure
- 20.0%Very good
- 60.0%Good
- 10.0%Satisfactory
- 10.0%Poor
- Bridge Condition - Substructure
- 10.0%Excellent
- 20.0%Very good
- 60.0%Good
- 10.0%Satisfactory
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Structure Number: B670061, Location: 1.3 MI E JCT STH 83 (Lat: 43.048903, Lng: -88.349661), Route carried "on" structure: Interstate 94, Year Built: 1962, Year Reconstructed: 1990, Status: Open, Structure Length: 3.12m (10.24ft), Average Daily Traffic: 30,250 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 43,860 (year 2038), Design Load: HS 20, Features Intersected: LRD MAPLE AVE
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: 12.5m (41.0ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 53.9 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B670061, Location: 1.3 MI E JCT STH 83 (Lat: 43.048903, Lng: -88.349661), Route carried "on" structure: Interstate 94, Year Built: 1962, Year Reconstructed: 1990, Status: Open, Structure Length: 3.12m (10.24ft), Average Daily Traffic: 30,250 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 43,860 (year 2038), Design Load: HS 20, Features Intersected: LRD MAPLE AVE
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: 12.5m (41.0ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 53.9 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B670062, Location: 6.6M W JCT STH 16 (Lat: 43.051625, Lng: -88.373083), Route carried "on" structure: Interstate 94, Year Built: 1962, Year Reconstructed: 1990, Status: Open, Structure Length: 5.92m (19.42ft), Average Daily Traffic: 36,550 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 43,860 (year 2038), Design Load: HS 20, Features Intersected: STH 83
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 71.8 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: Superior to present desirable criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.37m (20.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $790,000, Roadway Improvement Cost: $79,000, Total Project Cost: $1,186,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B670062, Location: 6.6M W JCT STH 16 (Lat: 43.051625, Lng: -88.373083), Route carried "on" structure: Interstate 94, Year Built: 1962, Year Reconstructed: 1990, Status: Open, Structure Length: 5.92m (19.42ft), Average Daily Traffic: 36,550 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 43,860 (year 2038), Design Load: HS 20, Features Intersected: STH 83
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 71.8 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: Superior to present desirable criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.37m (20.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $790,000, Roadway Improvement Cost: $79,000, Total Project Cost: $1,186,000 ( Estimate for 2021), 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: B670063, Location: 5.4 MI E JCT STH 67 (Lat: 43.051350, Lng: -88.373897), Route carried "on" structure: Interstate 94, Year Built: 1962, Year Reconstructed: 1990, Status: Open, Structure Length: 5.92m (19.42ft), Average Daily Traffic: 32,700 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 43,860 (year 2038), Design Load: HS 20, Features Intersected: STH 83
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 71.8 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: Superior to present desirable criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.37m (20.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $790,000, Roadway Improvement Cost: $79,000, Total Project Cost: $1,186,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B670063, Location: 5.4 MI E JCT STH 67 (Lat: 43.051350, Lng: -88.373897), Route carried "on" structure: Interstate 94, Year Built: 1962, Year Reconstructed: 1990, Status: Open, Structure Length: 5.92m (19.42ft), Average Daily Traffic: 32,700 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 43,860 (year 2038), Design Load: HS 20, Features Intersected: STH 83
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 71.8 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: Superior to present desirable criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.37m (20.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $790,000, Roadway Improvement Cost: $79,000, Total Project Cost: $1,186,000 ( Estimate for 2021), 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: B670064, Location: 2.8M S JCT CTH P (Lat: 43.053642, Lng: -88.404789), Route carried "on" structure: County highway , Year Built: 1963, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 9,500 (year 2019), Average Future Daily Traffic: 9,500 (year 2040), Design Load: HS 20, Features Intersected: IH 94, Facility Carried by Structure: CTH C (GENESEE ST)
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: 11.3m (37.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.07m (23.20ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,130,000, Roadway Improvement Cost: $113,000, Total Project Cost: $1,696,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: B670064, Location: 2.8M S JCT CTH P (Lat: 43.053642, Lng: -88.404789), Route carried "on" structure: County highway , Year Built: 1963, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 9,500 (year 2019), Average Future Daily Traffic: 9,500 (year 2040), Design Load: HS 20, Features Intersected: IH 94, Facility Carried by Structure: CTH C (GENESEE ST)
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: 11.3m (37.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.07m (23.20ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,130,000, Roadway Improvement Cost: $113,000, Total Project Cost: $1,696,000 ( 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: B670065, Location: 1.5 MI E JCT CTH P (Lat: 43.053961, Lng: -88.414267), Route carried "on" structure: Interstate 94, Year Built: 1962, Year Reconstructed: 1990, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 31,900 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 38,280 (year 2038), Design Load: HS 20, Features Intersected: LRD CUSHING PARK RD
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: 12.2m (40.0ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Superior to present desirable criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.63m (11.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $449,000, Roadway Improvement Cost: $44,000, Total Project Cost: $674,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B670065, Location: 1.5 MI E JCT CTH P (Lat: 43.053961, Lng: -88.414267), Route carried "on" structure: Interstate 94, Year Built: 1962, Year Reconstructed: 1990, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 31,900 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 38,280 (year 2038), Design Load: HS 20, Features Intersected: LRD CUSHING PARK RD
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: 12.2m (40.0ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Superior to present desirable criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.63m (11.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $449,000, Roadway Improvement Cost: $44,000, Total Project Cost: $674,000 ( Estimate for 2021), 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: B670066, Location: 2.3M W JCT STH 83 (Lat: 43.054294, Lng: -88.413858), Route carried "on" structure: Interstate 94, Year Built: 1963, Year Reconstructed: 1990, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 30,100 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 38,280 (year 2038), Design Load: HS 20, Features Intersected: LRD CUSHING PARK RD
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: 17.1m (56.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 62.1 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: Meets minimum limits, 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: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B670066, Location: 2.3M W JCT STH 83 (Lat: 43.054294, Lng: -88.413858), Route carried "on" structure: Interstate 94, Year Built: 1963, Year Reconstructed: 1990, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 30,100 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 38,280 (year 2038), Design Load: HS 20, Features Intersected: LRD CUSHING PARK RD
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: 17.1m (56.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 62.1 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: Meets minimum limits, 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: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B670166, Location: 3.9 MI N JCT IH 94 (Lat: 43.105069, Lng: -88.362664), Route carried "on" structure: State highway 83, Year Built: 1976, Year Reconstructed: 2020, Status: Open, Structure Length: 8.25m (27.07ft), Average Daily Traffic: 16,800 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 19,100 (year 2039), Design Load: HS 20, Features Intersected: STH 16
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: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 67.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B670166, Location: 3.9 MI N JCT IH 94 (Lat: 43.105069, Lng: -88.362664), Route carried "on" structure: State highway 83, Year Built: 1976, Year Reconstructed: 2020, Status: Open, Structure Length: 8.25m (27.07ft), Average Daily Traffic: 16,800 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 19,100 (year 2039), Design Load: HS 20, Features Intersected: STH 16
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: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 67.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: B670257, Location: 1.1M S JCT STH 16 (Lat: 43.087767, Lng: -88.376192), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 1.50m (4.92ft), Average Daily Traffic: 2,750 (year 2019), Average Future Daily Traffic: 3,025 (year 2039), Design Load: HS 20, Features Intersected: BARK RIVER, Facility Carried by Structure: LRD NAGAWICKA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B670257, Location: 1.1M S JCT STH 16 (Lat: 43.087767, Lng: -88.376192), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 1.50m (4.92ft), Average Daily Traffic: 2,750 (year 2019), Average Future Daily Traffic: 3,025 (year 2039), Design Load: HS 20, Features Intersected: BARK RIVER, Facility Carried by Structure: LRD NAGAWICKA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B670286, Location: 0.6M N JCT IH 94 (Lat: 43.060900, Lng: -88.414119), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 250 (year 2019), Average Future Daily Traffic: 251 (year 2039), Design Load: HS 20, Features Intersected: BARK RIVER, Facility Carried by Structure: LRD CUSHING PARK R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal 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: 12.3m (40.4ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B670286, Location: 0.6M N JCT IH 94 (Lat: 43.060900, Lng: -88.414119), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 250 (year 2019), Average Future Daily Traffic: 251 (year 2039), Design Load: HS 20, Features Intersected: BARK RIVER, Facility Carried by Structure: LRD CUSHING PARK R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal 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: 12.3m (40.4ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 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: B670358, Location: 0.6 MI N. OF I-94 (Lat: 43.062708, Lng: -88.404125), Route carried "on" structure: City street , Year Built: 2016, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 7,500 (year 2018), Average Future Daily Traffic: 11,800 (year 2036), Design Load: HL 93, Features Intersected: BARK RIVER, Facility Carried by Structure: LRD GENESEE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.6m (51.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Very good, Operating Rating: 52.5 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: 40.5 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B670358, Location: 0.6 MI N. OF I-94 (Lat: 43.062708, Lng: -88.404125), Route carried "on" structure: City street , Year Built: 2016, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 7,500 (year 2018), Average Future Daily Traffic: 11,800 (year 2036), Design Load: HL 93, Features Intersected: BARK RIVER, Facility Carried by Structure: LRD GENESEE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.6m (51.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Very good, Operating Rating: 52.5 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: 40.5 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 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: B67006, Location: 2.5M S JCT CTH KE (Lat: 43.049253, Lng: -88.349272), Route carried "under" structure: City street , Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 1,800 (year 2019), Features Intersected: LRD MAPLE AVE, Facility Carried by Structure: IH 94 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: 12.5m (41.0ft)
Structure Number: B67006, Location: 2.5M S JCT CTH KE (Lat: 43.049253, Lng: -88.349272), Route carried "under" structure: City street , Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 1,800 (year 2019), Features Intersected: LRD MAPLE AVE, Facility Carried by Structure: IH 94 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: 12.5m (41.0ft)
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Structure Number: B670061, Location: 2.5M S JCT CTH KE (Lat: 43.048903, Lng: -88.349661), Route carried "under" structure: City street , Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 1,800 (year 2019), Features Intersected: LRD MAPLE AVE, Facility Carried by Structure: IH 94 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: 12.5m (41.0ft)
Structure Number: B670061, Location: 2.5M S JCT CTH KE (Lat: 43.048903, Lng: -88.349661), Route carried "under" structure: City street , Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 1,800 (year 2019), Features Intersected: LRD MAPLE AVE, Facility Carried by Structure: IH 94 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: 12.5m (41.0ft)
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Structure Number: B670062, Location: 2.9M N JCT USH 18 (Lat: 43.051625, Lng: -88.373083), Route carried "under" structure: State highway 83, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 28,300 (year 2019), Truck Traffic: 3%, Features Intersected: STH 83, Facility Carried by Structure: IH 94 WB
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.7m (58.1ft)
Structure Number: B670062, Location: 2.9M N JCT USH 18 (Lat: 43.051625, Lng: -88.373083), Route carried "under" structure: State highway 83, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 28,300 (year 2019), Truck Traffic: 3%, Features Intersected: STH 83, Facility Carried by Structure: IH 94 WB
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.7m (58.1ft)
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Structure Number: B670063, Location: 2.8M N JCT USH 18 (Lat: 43.051350, Lng: -88.373897), Route carried "under" structure: State highway 83, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 28,300 (year 2019), Truck Traffic: 11%, Features Intersected: STH 83, Facility Carried by Structure: IH 94 EB
Minimum Vertical Clearance: 5.24m (17.19ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.7m (58.1ft)
Structure Number: B670063, Location: 2.8M N JCT USH 18 (Lat: 43.051350, Lng: -88.373897), Route carried "under" structure: State highway 83, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 28,300 (year 2019), Truck Traffic: 11%, Features Intersected: STH 83, Facility Carried by Structure: IH 94 EB
Minimum Vertical Clearance: 5.24m (17.19ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.7m (58.1ft)
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Structure Number: B670064, Location: 3.8M E JCT STH 67 TO N (Lat: 43.053642, Lng: -88.404789), Route carried "under" structure: Interstate 94, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 65,400 (year 2019), Truck Traffic: 12%, Features Intersected: IH 94, Facility Carried by Structure: CTH C (GENESEE ST)
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft)
Structure Number: B670064, Location: 3.8M E JCT STH 67 TO N (Lat: 43.053642, Lng: -88.404789), Route carried "under" structure: Interstate 94, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 65,400 (year 2019), Truck Traffic: 12%, Features Intersected: IH 94, Facility Carried by Structure: CTH C (GENESEE ST)
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft)
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Structure Number: B670065, Location: 2.5M S JCT USH 18 (Lat: 43.053961, Lng: -88.414267), Route carried "under" structure: City street , Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 880 (year 2019), Features Intersected: LRD CUSHING PARK RD, 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: 12.2m (40.0ft)
Structure Number: B670065, Location: 2.5M S JCT USH 18 (Lat: 43.053961, Lng: -88.414267), Route carried "under" structure: City street , Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 880 (year 2019), Features Intersected: LRD CUSHING PARK RD, 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: 12.2m (40.0ft)
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Structure Number: B670066, Location: 2.5M S JCT USH 18 (Lat: 43.054294, Lng: -88.413858), Route carried "under" structure: City street , Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 880 (year 2019), Features Intersected: LRD CUSHING PARK RD, Facility Carried by Structure: IH 94 WB
Minimum Vertical Clearance: 4.63m (15.19ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 12.2m (40.0ft)
Structure Number: B670066, Location: 2.5M S JCT USH 18 (Lat: 43.054294, Lng: -88.413858), Route carried "under" structure: City street , Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 880 (year 2019), Features Intersected: LRD CUSHING PARK RD, Facility Carried by Structure: IH 94 WB
Minimum Vertical Clearance: 4.63m (15.19ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 12.2m (40.0ft)
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Structure Number: B670166, Location: 3.6M E JCT CTH PP (Lat: 43.105069, Lng: -88.362664), Route carried "under" structure: State highway 16, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 37,100 (year 2019), Truck Traffic: 1%, Features Intersected: STH 16, Facility Carried by Structure: STH 83
Minimum Vertical Clearance: 4.96m (16.27ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.5m (132.9ft)
Structure Number: B670166, Location: 3.6M E JCT CTH PP (Lat: 43.105069, Lng: -88.362664), Route carried "under" structure: State highway 16, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 37,100 (year 2019), Truck Traffic: 1%, Features Intersected: STH 16, Facility Carried by Structure: STH 83
Minimum Vertical Clearance: 4.96m (16.27ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.5m (132.9ft)