Bridge Statistics for Pleasant Prairie, Wisconsin (WI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 26Number of bridges
- 312ft / 94.7mTotal length
- $1,192,000Total costs
- 305,958Total average daily traffic
- 23,397Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Pleasant Prairie
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11950-1959
- 31960-1969
- 21970-1979
- 41980-1989
- 41990-1999
- 12000-2009
- 62010-2019
- 42020-2022
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 11.1%Excellent
- 5.6%Very good
- 61.1%Good
- 11.1%Satisfactory
- 11.1%Fair
- Bridge Condition - Superstructure
- 16.7%Excellent
- 16.7%Very good
- 50.0%Good
- 5.6%Satisfactory
- 11.1%Fair
- Bridge Condition - Substructure
- 16.7%Excellent
- 16.7%Very good
- 44.4%Good
- 11.1%Satisfactory
- 11.1%Fair
- Bridge Condition - Channel
- 83.3%Very good
- 16.7%Fair
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Structure Number: B30003, Location: 2.0M W JCT CTH H (Lat: 42.502047, Lng: -87.951900), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 860 (year 2019), Average Future Daily Traffic: 6,000 (year 2039), Design Load: HS 20, Features Intersected: IH 41/94, Facility Carried by Structure: CTH ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Steel, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.9m (104.7ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 90.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.9 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Critical Feature Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B30003, Location: 2.0M W JCT CTH H (Lat: 42.502047, Lng: -87.951900), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 860 (year 2019), Average Future Daily Traffic: 6,000 (year 2039), Design Load: HS 20, Features Intersected: IH 41/94, Facility Carried by Structure: CTH ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Steel, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.9m (104.7ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 90.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.9 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Critical Feature Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B300032, Location: 0.3 MI E JCT IH 94 (Lat: 42.567394, Lng: -87.946308), Route carried "on" structure: State highway 50, Year Built: 1962, Year Reconstructed: 2014, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 15,150 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 37,070 (year 2039), Design Load: HS 20, Features Intersected: KILBOURN ROAD DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B300032, Location: 0.3 MI E JCT IH 94 (Lat: 42.567394, Lng: -87.946308), Route carried "on" structure: State highway 50, Year Built: 1962, Year Reconstructed: 2014, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 15,150 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 37,070 (year 2039), Design Load: HS 20, Features Intersected: KILBOURN ROAD DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B300034, Location: 0.9 MI W JCT STH 31 (Lat: 42.567036, Lng: -87.904594), Route carried "on" structure: State highway 50, Year Built: 1978, Status: Open, Structure Length: 6.62m (21.72ft), Average Daily Traffic: 18,250 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 23,695 (year 2039), Design Load: HS 20, Features Intersected: LRD SERVICE 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: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Fair, Superstructure: Fair, 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: Somewhat better than minimum adequacy, 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: B300034, Location: 0.9 MI W JCT STH 31 (Lat: 42.567036, Lng: -87.904594), Route carried "on" structure: State highway 50, Year Built: 1978, Status: Open, Structure Length: 6.62m (21.72ft), Average Daily Traffic: 18,250 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 23,695 (year 2039), Design Load: HS 20, Features Intersected: LRD SERVICE 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: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Fair, Superstructure: Fair, 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: Somewhat better than minimum adequacy, 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: B300036, Location: 0.7M W JCT STH 31 (Lat: 42.567006, Lng: -87.901067), Route carried "on" structure: State highway 50, Year Built: 1962, Status: Open, Structure Length: 3.12m (10.24ft), Average Daily Traffic: 18,250 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 19,288 (year 2039), Design Load: HS 20, Features Intersected: LRD 77TH AVENUE
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: 11.9m (39.0ft), 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: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 41.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: B300036, Location: 0.7M W JCT STH 31 (Lat: 42.567006, Lng: -87.901067), Route carried "on" structure: State highway 50, Year Built: 1962, Status: Open, Structure Length: 3.12m (10.24ft), Average Daily Traffic: 18,250 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 19,288 (year 2039), Design Load: HS 20, Features Intersected: LRD 77TH AVENUE
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: 11.9m (39.0ft), 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: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 41.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: B300038, Location: 0.5M W JCT STH 31 (Lat: 42.567044, Lng: -87.897503), Route carried "on" structure: State highway 50, Year Built: 1984, Status: Open, Structure Length: 4.64m (15.22ft), Average Daily Traffic: 18,250 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 19,288 (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: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.4m (60.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B300038, Location: 0.5M W JCT STH 31 (Lat: 42.567044, Lng: -87.897503), Route carried "on" structure: State highway 50, Year Built: 1984, Status: Open, Structure Length: 4.64m (15.22ft), Average Daily Traffic: 18,250 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 19,288 (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: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.4m (60.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B300065, Location: 0.9 M E JCT IH 94 (Lat: 42.525986, Lng: -87.933878), Route carried "on" structure: State highway 165, Year Built: 1989, Status: Open, Structure Length: 8.16m (26.77ft), Average Daily Traffic: 20,800 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 19,470 (year 2039), Design Load: HS 20, Features Intersected: DES PLAINES RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B300065, Location: 0.9 M E JCT IH 94 (Lat: 42.525986, Lng: -87.933878), Route carried "on" structure: State highway 165, Year Built: 1989, Status: Open, Structure Length: 8.16m (26.77ft), Average Daily Traffic: 20,800 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 19,470 (year 2039), Design Load: HS 20, Features Intersected: DES PLAINES RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: B300066, Location: 1.9M E JCT IH 94 TO E (Lat: 42.524197, Lng: -87.917258), Route carried "on" structure: State highway 165, Year Built: 1989, Status: Open, Structure Length: 4.99m (16.37ft), Average Daily Traffic: 6,800 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 19,470 (year 2037), Design Load: HS 20, Features Intersected: SOO LINE RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 53.9 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B300066, Location: 1.9M E JCT IH 94 TO E (Lat: 42.524197, Lng: -87.917258), Route carried "on" structure: State highway 165, Year Built: 1989, Status: Open, Structure Length: 4.99m (16.37ft), Average Daily Traffic: 6,800 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 19,470 (year 2037), Design Load: HS 20, Features Intersected: SOO LINE RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 53.9 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B300067, Location: 0.2M W JCT CTH H (Lat: 42.524219, Lng: -87.916667), Route carried "on" structure: State highway 165, Year Built: 1989, Status: Open, Structure Length: 4.99m (16.37ft), Average Daily Traffic: 6,800 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 9,609 (year 2037), Design Load: HS 20, Features Intersected: SOO LINE RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 53.9 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B300067, Location: 0.2M W JCT CTH H (Lat: 42.524219, Lng: -87.916667), Route carried "on" structure: State highway 165, Year Built: 1989, Status: Open, Structure Length: 4.99m (16.37ft), Average Daily Traffic: 6,800 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 9,609 (year 2037), Design Load: HS 20, Features Intersected: SOO LINE RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 53.9 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B300068, Location: 1.1 MI N CTH ML (Lat: 42.520897, Lng: -87.950981), Route carried "on" structure: Ramp Interstate 41, Year Built: 1990, Status: Open, Structure Length: 1.53m (5.02ft), Average Daily Traffic: 6,100 (year 2019), Average Future Daily Traffic: 6,100 (year 2037), Design Load: HS 20, Features Intersected: IH RAMP REST AREA TO IH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018, Bridge Improvement Cost: $246,000, Roadway Improvement Cost: $24,000, Total Project Cost: $369,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B300068, Location: 1.1 MI N CTH ML (Lat: 42.520897, Lng: -87.950981), Route carried "on" structure: Ramp Interstate 41, Year Built: 1990, Status: Open, Structure Length: 1.53m (5.02ft), Average Daily Traffic: 6,100 (year 2019), Average Future Daily Traffic: 6,100 (year 2037), Design Load: HS 20, Features Intersected: IH RAMP REST AREA TO IH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018, Bridge Improvement Cost: $246,000, Roadway Improvement Cost: $24,000, Total Project Cost: $369,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B300073, Location: 0.5 MI W JCT STH 31 (Lat: 42.523239, Lng: -87.897733), Route carried "on" structure: State highway 165, Year Built: 1993, Status: Open, Structure Length: 4.47m (14.67ft), Average Daily Traffic: 7,700 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 6,190 (year 2037), Design Load: HS 20, Features Intersected: C & N.W. RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 30 degrees, 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: 11.0m (36.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 68.6 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: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B300073, Location: 0.5 MI W JCT STH 31 (Lat: 42.523239, Lng: -87.897733), Route carried "on" structure: State highway 165, Year Built: 1993, Status: Open, Structure Length: 4.47m (14.67ft), Average Daily Traffic: 7,700 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 6,190 (year 2037), Design Load: HS 20, Features Intersected: C & N.W. RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 30 degrees, 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: 11.0m (36.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 68.6 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: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B300074, Location: 0.7 MI E JCT CTH H (Lat: 42.523039, Lng: -87.898278), Route carried "on" structure: State highway 165, Year Built: 1993, Status: Open, Structure Length: 4.47m (14.67ft), Average Daily Traffic: 7,700 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 10,092 (year 2037), Design Load: HS 20, Features Intersected: C & N.W. RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 30 degrees, 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: 11.0m (36.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 68.6 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: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B300074, Location: 0.7 MI E JCT CTH H (Lat: 42.523039, Lng: -87.898278), Route carried "on" structure: State highway 165, Year Built: 1993, Status: Open, Structure Length: 4.47m (14.67ft), Average Daily Traffic: 7,700 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 10,092 (year 2037), Design Load: HS 20, Features Intersected: C & N.W. RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 30 degrees, 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: 11.0m (36.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 68.6 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: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B30009, Location: 1.8 MI S JCT STH 158 (Lat: 42.567756, Lng: -87.953019), Route carried "on" structure: Interstate 41, Year Built: 2012, Status: Open, Structure Length: 6.17m (20.24ft), Average Daily Traffic: 45,300 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 53,700 (year 2037), Design Load: HS 25 or greater, Features Intersected: STH 50
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 22.8m (74.8ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Very good, Operating Rating: 88.2 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 desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B30009, Location: 1.8 MI S JCT STH 158 (Lat: 42.567756, Lng: -87.953019), Route carried "on" structure: Interstate 41, Year Built: 2012, Status: Open, Structure Length: 6.17m (20.24ft), Average Daily Traffic: 45,300 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 53,700 (year 2037), Design Load: HS 25 or greater, Features Intersected: STH 50
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 22.8m (74.8ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Very good, Operating Rating: 88.2 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 desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B300095, Location: 1.0 MI N JCT STH 165 (Lat: 42.543492, Lng: -87.952078), Route carried "on" structure: Interstate 41, Year Built: 2010, Status: Open, Structure Length: 6.85m (22.47ft), Average Daily Traffic: 46,600 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 122,000 (year 2039), Design Load: HS 25 or greater, Features Intersected: CTH C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 22.8m (74.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 80.0 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: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 34 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B300095, Location: 1.0 MI N JCT STH 165 (Lat: 42.543492, Lng: -87.952078), Route carried "on" structure: Interstate 41, Year Built: 2010, Status: Open, Structure Length: 6.85m (22.47ft), Average Daily Traffic: 46,600 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 122,000 (year 2039), Design Load: HS 25 or greater, Features Intersected: CTH C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 22.8m (74.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 80.0 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: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 34 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B30012, Location: 0.9M W JCT STH 142 (Lat: 42.604147, Lng: -87.942592), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 1.60m (5.25ft), Average Daily Traffic: 1,938 (year 2019), Average Future Daily Traffic: 2,131 (year 2039), Design Load: HL 93, Features Intersected: KILBOURN ROAD DITCH, Facility Carried by Structure: CTH 38TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), 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: 15.3m (50.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Very good, Operating Rating: 42.8 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: 33.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B30012, Location: 0.9M W JCT STH 142 (Lat: 42.604147, Lng: -87.942592), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 1.60m (5.25ft), Average Daily Traffic: 1,938 (year 2019), Average Future Daily Traffic: 2,131 (year 2039), Design Load: HL 93, Features Intersected: KILBOURN ROAD DITCH, Facility Carried by Structure: CTH 38TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), 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: 15.3m (50.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Very good, Operating Rating: 42.8 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: 33.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B300127, Location: 0.4 MI E JCT CTH H (Lat: 42.566728, Lng: -87.905392), Route carried "on" structure: State highway 50, Year Built: 2021, Status: Open, Structure Length: 6.75m (22.15ft), Average Daily Traffic: 18,250 (year 2019), Average Future Daily Traffic: 24,250 (year 2039), Design Load: HL 93, Features Intersected: LRD SERVICE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 20.9m (68.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 56.7 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: 43.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B300127, Location: 0.4 MI E JCT CTH H (Lat: 42.566728, Lng: -87.905392), Route carried "on" structure: State highway 50, Year Built: 2021, Status: Open, Structure Length: 6.75m (22.15ft), Average Daily Traffic: 18,250 (year 2019), Average Future Daily Traffic: 24,250 (year 2039), Design Load: HL 93, Features Intersected: LRD SERVICE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 20.9m (68.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 56.7 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: 43.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: B300129, Location: 0.6M E JCT CTH H (Lat: 42.566714, Lng: -87.901442), Route carried "on" structure: State highway 50, Year Built: 2021, Status: Open, Structure Length: 4.07m (13.35ft), Average Daily Traffic: 18,250 (year 2019), Average Future Daily Traffic: 24,250 (year 2039), Design Load: HL 93, Features Intersected: LRD 77TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 67.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 51.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B300129, Location: 0.6M E JCT CTH H (Lat: 42.566714, Lng: -87.901442), Route carried "on" structure: State highway 50, Year Built: 2021, Status: Open, Structure Length: 4.07m (13.35ft), Average Daily Traffic: 18,250 (year 2019), Average Future Daily Traffic: 24,250 (year 2039), Design Load: HL 93, Features Intersected: LRD 77TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 67.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 51.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: B300133, Location: 1.2 MI E JCT IH 94 (Lat: 42.526369, Lng: -87.933394), Route carried "on" structure: State highway 165, Year Built: 2017, Status: Open, Structure Length: 8.03m (26.35ft), Average Daily Traffic: 11,100 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 21,400 (year 2036), Design Load: HL 93, Features Intersected: DES PLAINES RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.6m (129.9ft), Curb or Sidewalk Widths: Left: 3.7m (12.1ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.0m (55.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 51.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B300133, Location: 1.2 MI E JCT IH 94 (Lat: 42.526369, Lng: -87.933394), Route carried "on" structure: State highway 165, Year Built: 2017, Status: Open, Structure Length: 8.03m (26.35ft), Average Daily Traffic: 11,100 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 21,400 (year 2036), Design Load: HL 93, Features Intersected: DES PLAINES RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.6m (129.9ft), Curb or Sidewalk Widths: Left: 3.7m (12.1ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.0m (55.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 51.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B300573, Location: 0.7M W JCT CTH HH (Lat: 42.548144, Lng: -87.943639), Route carried "on" structure: County highway , Year Built: 1938, Year Reconstructed: 1990, Status: Open, Structure Length: 3.97m (13.02ft), Average Daily Traffic: 12,600 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 7,517 (year 2039), Design Load: HS 20, Features Intersected: DES PLAINES RIVER, Facility Carried by Structure: CTH C
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: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.1m (62.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Fair, Channel: Very good, Operating Rating: 70.2 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.42m (14.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $548,000, Roadway Improvement Cost: $54,000, Total Project Cost: $823,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B300573, Location: 0.7M W JCT CTH HH (Lat: 42.548144, Lng: -87.943639), Route carried "on" structure: County highway , Year Built: 1938, Year Reconstructed: 1990, Status: Open, Structure Length: 3.97m (13.02ft), Average Daily Traffic: 12,600 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 7,517 (year 2039), Design Load: HS 20, Features Intersected: DES PLAINES RIVER, Facility Carried by Structure: CTH C
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: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.1m (62.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Fair, Channel: Very good, Operating Rating: 70.2 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.42m (14.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $548,000, Roadway Improvement Cost: $54,000, Total Project Cost: $823,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: P300051, Location: 0.7M W JCT CTH H (Lat: 42.501564, Lng: -87.925683), Route carried "on" structure: County highway , Year Built: 1950, Year Reconstructed: 1993, Status: Open, Structure Length: 3.95m (12.96ft), Average Daily Traffic: 1,020 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 1,122 (year 2039), Design Load: HS 20, Features Intersected: DES PLAINES RIVER, Facility Carried by Structure: CTH ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.0m (62.3ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 67.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: P300051, Location: 0.7M W JCT CTH H (Lat: 42.501564, Lng: -87.925683), Route carried "on" structure: County highway , Year Built: 1950, Year Reconstructed: 1993, Status: Open, Structure Length: 3.95m (12.96ft), Average Daily Traffic: 1,020 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 1,122 (year 2039), Design Load: HS 20, Features Intersected: DES PLAINES RIVER, Facility Carried by Structure: CTH ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.0m (62.3ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 67.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B300034, Location: AT JCT WITH STH 50 (Lat: 42.567036, Lng: -87.904594), Route carried "under" structure: City street , Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2019), Truck Traffic: 7%, Features Intersected: LRD SERVICE RD, Facility Carried by Structure: STH 50 WB
Minimum Vertical Clearance: 6.26m (20.54ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.3m (73.2ft)
Structure Number: B300034, Location: AT JCT WITH STH 50 (Lat: 42.567036, Lng: -87.904594), Route carried "under" structure: City street , Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2019), Truck Traffic: 7%, Features Intersected: LRD SERVICE RD, Facility Carried by Structure: STH 50 WB
Minimum Vertical Clearance: 6.26m (20.54ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.3m (73.2ft)
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Structure Number: B300036, Location: AT JCT WITH STH 50 (Lat: 42.567006, Lng: -87.901067), Route carried "under" structure: City street , Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 2,000 (year 2019), Truck Traffic: 3%, Features Intersected: LRD 77TH AVENUE, Facility Carried by Structure: STH 50 WB
Minimum Vertical Clearance: 4.66m (15.29ft), 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: B300036, Location: AT JCT WITH STH 50 (Lat: 42.567006, Lng: -87.901067), Route carried "under" structure: City street , Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 2,000 (year 2019), Truck Traffic: 3%, Features Intersected: LRD 77TH AVENUE, Facility Carried by Structure: STH 50 WB
Minimum Vertical Clearance: 4.66m (15.29ft), 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: B300068, Location: TOWN OF PLEASANT PRAIRIE (Lat: 42.520897, Lng: -87.950981), Route carried "under" structure: Ramp Interstate 41, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 640 (year 2019), Features Intersected: IH RAMP REST AREA TO IH
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 14.6m (47.9ft)
Structure Number: B300068, Location: TOWN OF PLEASANT PRAIRIE (Lat: 42.520897, Lng: -87.950981), Route carried "under" structure: Ramp Interstate 41, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 640 (year 2019), Features Intersected: IH RAMP REST AREA TO IH
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 14.6m (47.9ft)
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Structure Number: B300095, Location: AT I-94 (Lat: 42.543492, Lng: -87.952078), Route carried "under" structure: County highway , Year Built: 2010, Structure Length: 0. m, Average Daily Traffic: 12,600 (year 2019), Truck Traffic: 9%, Features Intersected: CTH C, Facility Carried by Structure: IH 41 NB/94 WB
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
Structure Number: B300095, Location: AT I-94 (Lat: 42.543492, Lng: -87.952078), Route carried "under" structure: County highway , Year Built: 2010, Structure Length: 0. m, Average Daily Traffic: 12,600 (year 2019), Truck Traffic: 9%, Features Intersected: CTH C, Facility Carried by Structure: IH 41 NB/94 WB
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
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Structure Number: B300101, Location: 0.9M W JCT CTH HH (Lat: 42.582092, Lng: -87.952636), Route carried "under" structure: County highway , Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 7,000 (year 2019), Features Intersected: CTH K, Facility Carried by Structure: IH 41 NB/94 WB
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.9m (130.9ft)
Structure Number: B300101, Location: 0.9M W JCT CTH HH (Lat: 42.582092, Lng: -87.952636), Route carried "under" structure: County highway , Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 7,000 (year 2019), Features Intersected: CTH K, Facility Carried by Structure: IH 41 NB/94 WB
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.9m (130.9ft)
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Structure Number: B300127, Location: AT JCT WITH STH 50 (Lat: 42.566728, Lng: -87.905392), Route carried "under" structure: City street , Year Built: 2021, Structure Length: 0. m, Average Daily Traffic: 200 (year 2019), Features Intersected: LRD SERVICE RD, Facility Carried by Structure: STH 50 EB
Minimum Vertical Clearance: 5.84m (19.16ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)
Structure Number: B300127, Location: AT JCT WITH STH 50 (Lat: 42.566728, Lng: -87.905392), Route carried "under" structure: City street , Year Built: 2021, Structure Length: 0. m, Average Daily Traffic: 200 (year 2019), Features Intersected: LRD SERVICE RD, Facility Carried by Structure: STH 50 EB
Minimum Vertical Clearance: 5.84m (19.16ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)
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Structure Number: B300129, Location: AT JCT WITH STH 50 (Lat: 42.566714, Lng: -87.901442), Route carried "under" structure: City street , Year Built: 2021, Structure Length: 0. m, Average Daily Traffic: 800 (year 2019), Features Intersected: LRD 77TH AVENUE, Facility Carried by Structure: STH 50 EB
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.2m (63.0ft)
Structure Number: B300129, Location: AT JCT WITH STH 50 (Lat: 42.566714, Lng: -87.901442), Route carried "under" structure: City street , Year Built: 2021, Structure Length: 0. m, Average Daily Traffic: 800 (year 2019), Features Intersected: LRD 77TH AVENUE, Facility Carried by Structure: STH 50 EB
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.2m (63.0ft)