Bridge Statistics for St. Francis, Wisconsin (WI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 141ft / 42.6mTotal length
- 216,442Total average daily traffic
- 4,303Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for St. Francis
- No street view available for this location
- New bridges - historical statistics
- 61980-1989
- 81990-1999
- Bridge Condition - Deck
- 37.5%Good
- 37.5%Satisfactory
- 25.0%Fair
- Bridge Condition - Superstructure
- 50.0%Good
- 25.0%Satisfactory
- 25.0%Fair
- Bridge Condition - Substructure
- 37.5%Good
- 37.5%Satisfactory
- 25.0%Fair
- Bridge Condition - Channel
- 50.0%Very good
- 50.0%Good
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Structure Number: B400521, Location: 3.3M N JCT STH 100 (Lat: 42.916119, Lng: -87.859269), Route carried "on" structure: State highway 32, Year Built: 1982, Status: Open, Structure Length: 1.27m (4.17ft), Average Daily Traffic: 11,200 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 14,784 (year 2039), Design Load: HS 20, Features Intersected: OAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 52.3 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B400521, Location: 3.3M N JCT STH 100 (Lat: 42.916119, Lng: -87.859269), Route carried "on" structure: State highway 32, Year Built: 1982, Status: Open, Structure Length: 1.27m (4.17ft), Average Daily Traffic: 11,200 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 14,784 (year 2039), Design Load: HS 20, Features Intersected: OAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 52.3 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: B400527, Location: 1.6 MI W JCT STH 32 (Lat: 42.959244, Lng: -87.881883), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 10,300 (year 2018), Average Future Daily Traffic: 10,300 (year 2040), Design Load: HS 20, Features Intersected: STH CNW RR - STH 794, Facility Carried by Structure: CTH Y/LAYTON AVE (
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: 11.0m (36.1ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.5m (136.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Fair, 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: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B400527, Location: 1.6 MI W JCT STH 32 (Lat: 42.959244, Lng: -87.881883), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 10,300 (year 2018), Average Future Daily Traffic: 10,300 (year 2040), Design Load: HS 20, Features Intersected: STH CNW RR - STH 794, Facility Carried by Structure: CTH Y/LAYTON AVE (
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: 11.0m (36.1ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.5m (136.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Fair, 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: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B40053, Location: 1.6M E JCT STH 32 (Lat: 42.867617, Lng: -87.888972), Route carried "on" structure: State highway 100, Year Built: 1985, Status: Open, Structure Length: 4.41m (14.47ft), Average Daily Traffic: 5,900 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 7,600 (year 2039), 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: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 55.5 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: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B40053, Location: 1.6M E JCT STH 32 (Lat: 42.867617, Lng: -87.888972), Route carried "on" structure: State highway 100, Year Built: 1985, Status: Open, Structure Length: 4.41m (14.47ft), Average Daily Traffic: 5,900 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 7,600 (year 2039), 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: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 55.5 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: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: B400535, Location: 0.3 M N JCT CTH Y (Lat: 42.961222, Lng: -87.882517), Route carried "on" structure: City street , Year Built: 1984, Year Reconstructed: 1994, Status: Open, Structure Length: 10.70m (35.10ft), Average Daily Traffic: 8,500 (year 2018), Average Future Daily Traffic: 8,500 (year 2040), Design Load: HS 20, Features Intersected: STH 794, Facility Carried by Structure: LRD WHITNALL AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 34.7m (113.8ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 75.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B400535, Location: 0.3 M N JCT CTH Y (Lat: 42.961222, Lng: -87.882517), Route carried "on" structure: City street , Year Built: 1984, Year Reconstructed: 1994, Status: Open, Structure Length: 10.70m (35.10ft), Average Daily Traffic: 8,500 (year 2018), Average Future Daily Traffic: 8,500 (year 2040), Design Load: HS 20, Features Intersected: STH 794, Facility Carried by Structure: LRD WHITNALL AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 34.7m (113.8ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 75.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B400601, Location: 0.1M W JCT STH 32 (Lat: 42.922275, Lng: -87.860844), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 1,762 (year 2019), Average Future Daily Traffic: 1,938 (year 2039), Design Load: HS 20, Features Intersected: OAK CREEK, Facility Carried by Structure: LRD OAK CREEK PARK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable 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: B400601, Location: 0.1M W JCT STH 32 (Lat: 42.922275, Lng: -87.860844), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 1,762 (year 2019), Average Future Daily Traffic: 1,938 (year 2039), Design Load: HS 20, Features Intersected: OAK CREEK, Facility Carried by Structure: LRD OAK CREEK PARK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable 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: B400609, Location: 0.2 M W STH 32 (KK AVE) (Lat: 42.979153, Lng: -87.882033), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 3.37m (11.06ft), Average Daily Traffic: 2,200 (year 2019), Average Future Daily Traffic: 4,500 (year 2040), Design Load: HS 20, Features Intersected: STH 794, Facility Carried by Structure: LRD E ST FRANCIS A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.7m (54.8ft), Curb-To-Curb Width: 86.3m (283.1ft), Out-to-Out Width: 86.4m (283.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B400609, Location: 0.2 M W STH 32 (KK AVE) (Lat: 42.979153, Lng: -87.882033), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 3.37m (11.06ft), Average Daily Traffic: 2,200 (year 2019), Average Future Daily Traffic: 4,500 (year 2040), Design Load: HS 20, Features Intersected: STH 794, Facility Carried by Structure: LRD E ST FRANCIS A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.7m (54.8ft), Curb-To-Curb Width: 86.3m (283.1ft), Out-to-Out Width: 86.4m (283.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B400611, Location: 0.7 M E WHITNALL AVE (Lat: 42.966383, Lng: -87.881781), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 7.89m (25.89ft), Average Daily Traffic: 2,800 (year 2019), Average Future Daily Traffic: 2,500 (year 2040), Design Load: HS 20, Features Intersected: STH 794, Facility Carried by Structure: LRD EAST BOLIVAR A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.0m (141.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: 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: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B400611, Location: 0.7 M E WHITNALL AVE (Lat: 42.966383, Lng: -87.881781), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 7.89m (25.89ft), Average Daily Traffic: 2,800 (year 2019), Average Future Daily Traffic: 2,500 (year 2040), Design Load: HS 20, Features Intersected: STH 794, Facility Carried by Structure: LRD EAST BOLIVAR A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.0m (141.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: 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: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B40062, Location: 0.5 M N JCT STH 32 (Lat: 43.001678, Lng: -87.893264), Route carried "on" structure: Ramp State highway 794, Year Built: 1998, Status: Open, Structure Length: 5.56m (18.24ft), Average Daily Traffic: 880 (year 2019), Average Future Daily Traffic: 19,450 (year 2040), Design Load: HS 20, Features Intersected: LRD S CARFERRY DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 83.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B40062, Location: 0.5 M N JCT STH 32 (Lat: 43.001678, Lng: -87.893264), Route carried "on" structure: Ramp State highway 794, Year Built: 1998, Status: Open, Structure Length: 5.56m (18.24ft), Average Daily Traffic: 880 (year 2019), Average Future Daily Traffic: 19,450 (year 2040), Design Load: HS 20, Features Intersected: LRD S CARFERRY DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 83.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B400527, Location: AT CTH Y/LAYTON AVE (Lat: 42.959244, Lng: -87.881883), Route carried "under" structure: State highway 794, Year Built: 1984, Structure Length: 0. m, Average Daily Traffic: 19,800 (year 2018), Features Intersected: STH CNW RR - STH 794, Facility Carried by Structure: CTH Y/LAYTON AVE (
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.5m (136.2ft)
Structure Number: B400527, Location: AT CTH Y/LAYTON AVE (Lat: 42.959244, Lng: -87.881883), Route carried "under" structure: State highway 794, Year Built: 1984, Structure Length: 0. m, Average Daily Traffic: 19,800 (year 2018), Features Intersected: STH CNW RR - STH 794, Facility Carried by Structure: CTH Y/LAYTON AVE (
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.5m (136.2ft)
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Structure Number: B400535, Location: 0.1M N JCT LAYTON AVE. (Lat: 42.961222, Lng: -87.882517), Route carried "under" structure: State highway 794, Year Built: 1984, Structure Length: 0. m, Average Daily Traffic: 30,700 (year 2018), Truck Traffic: 3%, Features Intersected: STH 794, Facility Carried by Structure: LRD WHITNALL AVE
Minimum Vertical Clearance: 5.02m (16.47ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.7m (113.8ft)
Structure Number: B400535, Location: 0.1M N JCT LAYTON AVE. (Lat: 42.961222, Lng: -87.882517), Route carried "under" structure: State highway 794, Year Built: 1984, Structure Length: 0. m, Average Daily Traffic: 30,700 (year 2018), Truck Traffic: 3%, Features Intersected: STH 794, Facility Carried by Structure: LRD WHITNALL AVE
Minimum Vertical Clearance: 5.02m (16.47ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.7m (113.8ft)
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Structure Number: B400609, Location: 1.4M N JCT LAYTON AVE. (Lat: 42.979153, Lng: -87.882033), Route carried "under" structure: State highway 794, Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 38,100 (year 2018), Truck Traffic: 3%, Features Intersected: STH 794, Facility Carried by Structure: LRD E ST FRANCIS A
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.7m (54.8ft)
Structure Number: B400609, Location: 1.4M N JCT LAYTON AVE. (Lat: 42.979153, Lng: -87.882033), Route carried "under" structure: State highway 794, Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 38,100 (year 2018), Truck Traffic: 3%, Features Intersected: STH 794, Facility Carried by Structure: LRD E ST FRANCIS A
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.7m (54.8ft)
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Structure Number: B40061, Location: 1.0M N JCT LAYTON AVE. (Lat: 42.973517, Lng: -87.881136), Route carried "under" structure: State highway 794, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 30,700 (year 2018), Truck Traffic: 3%, Features Intersected: STH 794, Facility Carried by Structure: LRD EAST HOWARD AV
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.8m (107.6ft)
Structure Number: B40061, Location: 1.0M N JCT LAYTON AVE. (Lat: 42.973517, Lng: -87.881136), Route carried "under" structure: State highway 794, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 30,700 (year 2018), Truck Traffic: 3%, Features Intersected: STH 794, Facility Carried by Structure: LRD EAST HOWARD AV
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.8m (107.6ft)
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Structure Number: B400611, Location: 0.5M N LAYTON AVE. (Lat: 42.966383, Lng: -87.881781), Route carried "under" structure: State highway 794, Year Built: 1995, Structure Length: 0. m, Average Daily Traffic: 22,900 (year 2020), Truck Traffic: 3%, Features Intersected: STH 794, Facility Carried by Structure: LRD EAST BOLIVAR A
Minimum Vertical Clearance: 4.89m (16.04ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.0m (141.1ft)
Structure Number: B400611, Location: 0.5M N LAYTON AVE. (Lat: 42.966383, Lng: -87.881781), Route carried "under" structure: State highway 794, Year Built: 1995, Structure Length: 0. m, Average Daily Traffic: 22,900 (year 2020), Truck Traffic: 3%, Features Intersected: STH 794, Facility Carried by Structure: LRD EAST BOLIVAR A
Minimum Vertical Clearance: 4.89m (16.04ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.0m (141.1ft)
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Structure Number: B400626, Location: 1.2M N JCT LAYTON AVE. (Lat: 42.976275, Lng: -87.881867), Route carried "under" structure: State highway 794, Year Built: 1995, Structure Length: 0. m, Average Daily Traffic: 30,700 (year 2018), Features Intersected: STH 794, Facility Carried by Structure: PEDESTRIAN BRIDGE
Minimum Vertical Clearance: 5.42m (17.78ft), Kilometerpoint: 0.000, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.0m (150.9ft)
Structure Number: B400626, Location: 1.2M N JCT LAYTON AVE. (Lat: 42.976275, Lng: -87.881867), Route carried "under" structure: State highway 794, Year Built: 1995, Structure Length: 0. m, Average Daily Traffic: 30,700 (year 2018), Features Intersected: STH 794, Facility Carried by Structure: PEDESTRIAN BRIDGE
Minimum Vertical Clearance: 5.42m (17.78ft), Kilometerpoint: 0.000, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.0m (150.9ft)