Bridge Statistics for Kaneville, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 105ft / 32.2mTotal length
- 111,050Total average daily traffic
- 22,449Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Kaneville
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 11930-1939
- 11950-1959
- 81970-1979
- 31980-1989
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 42.9%Good
- 28.6%Satisfactory
- 28.6%Fair
- Bridge Condition - Superstructure
- 28.6%Good
- 42.9%Satisfactory
- 28.6%Fair
- Bridge Condition - Substructure
- 14.3%Very good
- 71.4%Good
- 14.3%Satisfactory
- Bridge Condition - Channel
- 10.0%Excellent
- 40.0%Very good
- 20.0%Good
- 30.0%Satisfactory
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: 450083, Location: 1.1 MI. W ILL-47 (Lat: 41.840497, Lng: -88.492644), Route carried "on" structure: Other road , Year Built: 1972, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 3,050 (year 2018), Truck Traffic: 28%, Average Future Daily Traffic: 3,445 (year 2032), Design Load: HS 20, Features Intersected: I-88_REAGAN_MEM_TOLL, Facility Carried by Structure: MAIN ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Lanes under structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 450083, Location: 1.1 MI. W ILL-47 (Lat: 41.840497, Lng: -88.492644), Route carried "on" structure: Other road , Year Built: 1972, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 3,050 (year 2018), Truck Traffic: 28%, Average Future Daily Traffic: 3,445 (year 2032), Design Load: HS 20, Features Intersected: I-88_REAGAN_MEM_TOLL, Facility Carried by Structure: MAIN ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Lanes under structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 452022, Location: 7.3 M W IL-47 (Lat: 41.849922, Lng: -88.507258), Route carried "on" structure: Interstate 88, Year Built: 1972, Status: Open, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 23,100 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 36,621 (year 2032), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 170.666, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 39.6m (129.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: 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: July 2019
Structure Number: 452022, Location: 7.3 M W IL-47 (Lat: 41.849922, Lng: -88.507258), Route carried "on" structure: Interstate 88, Year Built: 1972, Status: Open, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 23,100 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 36,621 (year 2032), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 170.666, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 39.6m (129.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: 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: July 2019
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Structure Number: 453005, Location: 0.5 MI W KANEVILLE (Lat: 41.832361, Lng: -88.530808), Route carried "on" structure: County highway , Year Built: 1931, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 850 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 1,021 (year 2032), Features Intersected: WELCH CREEK, Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.888, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 453005, Location: 0.5 MI W KANEVILLE (Lat: 41.832361, Lng: -88.530808), Route carried "on" structure: County highway , Year Built: 1931, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 850 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 1,021 (year 2032), Features Intersected: WELCH CREEK, Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.888, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 453059, Location: 2.0 MI SW KANEVILLE (Lat: 41.807481, Lng: -88.546583), Route carried "on" structure: County highway , Year Built: 1955, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 96 (year 2032), Design Load: HS 15, Features Intersected: WELCH CREEK, Facility Carried by Structure: LASHER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.150, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 453059, Location: 2.0 MI SW KANEVILLE (Lat: 41.807481, Lng: -88.546583), Route carried "on" structure: County highway , Year Built: 1955, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 96 (year 2032), Design Load: HS 15, Features Intersected: WELCH CREEK, Facility Carried by Structure: LASHER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.150, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 45311, Location: 3 MI NW KANEVILLE (Lat: 41.864272, Lng: -88.561650), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 40%, Average Future Daily Traffic: 287 (year 2032), Design Load: HS 20, Features Intersected: I-88 E-W TOLL RD., Facility Carried by Structure: WATSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.267, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 45311, Location: 3 MI NW KANEVILLE (Lat: 41.864272, Lng: -88.561650), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 40%, Average Future Daily Traffic: 287 (year 2032), Design Load: HS 20, Features Intersected: I-88 E-W TOLL RD., Facility Carried by Structure: WATSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.267, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 453118, Location: 2 MI W KANEVILLE (Lat: 41.831050, Lng: -88.563531), Route carried "on" structure: County highway , Year Built: 1900, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 64 (year 2032), Features Intersected: BIG ROCK CREEK, Facility Carried by Structure: OWENS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.621, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 63.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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: March 2021
Structure Number: 453118, Location: 2 MI W KANEVILLE (Lat: 41.831050, Lng: -88.563531), Route carried "on" structure: County highway , Year Built: 1900, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 64 (year 2032), Features Intersected: BIG ROCK CREEK, Facility Carried by Structure: OWENS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.621, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 63.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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: March 2021
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Structure Number: 453139, Location: 0.5M.NW.OF KANEVILLE (Lat: 41.839089, Lng: -88.527939), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 2.34m (7.68ft), Average Daily Traffic: 1,350 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 1,148 (year 2032), Design Load: HS 20, Features Intersected: Welch Creek, Facility Carried by Structure: FAS-1107 Dauberman
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.538, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.4m (73.5ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 453139, Location: 0.5M.NW.OF KANEVILLE (Lat: 41.839089, Lng: -88.527939), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 2.34m (7.68ft), Average Daily Traffic: 1,350 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 1,148 (year 2032), Design Load: HS 20, Features Intersected: Welch Creek, Facility Carried by Structure: FAS-1107 Dauberman
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.538, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.4m (73.5ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 45314, Location: 0.5 M NW KANEVILLE (Lat: 41.839339, Lng: -88.527431), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.93m (6.33ft), Average Daily Traffic: 3,700 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 2,680 (year 2032), Design Load: HS 20, Features Intersected: WELCH CREEK, Facility Carried by Structure: HARTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.775, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.5m (60.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 45314, Location: 0.5 M NW KANEVILLE (Lat: 41.839339, Lng: -88.527431), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.93m (6.33ft), Average Daily Traffic: 3,700 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 2,680 (year 2032), Design Load: HS 20, Features Intersected: WELCH CREEK, Facility Carried by Structure: HARTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.775, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.5m (60.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 453178, Location: .1MI W MEREDITH RD (Lat: 41.880200, Lng: -88.538206), Route carried "on" structure: County highway , Year Built: 1983, Year Reconstructed: 2008, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 3,150 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 3,254 (year 2032), Design Load: HS 20, Features Intersected: TRIB BIG ROCK CREEK, Facility Carried by Structure: KESLINGER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.262, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.0m (6.6ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 88.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 67.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2019
Structure Number: 453178, Location: .1MI W MEREDITH RD (Lat: 41.880200, Lng: -88.538206), Route carried "on" structure: County highway , Year Built: 1983, Year Reconstructed: 2008, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 3,150 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 3,254 (year 2032), Design Load: HS 20, Features Intersected: TRIB BIG ROCK CREEK, Facility Carried by Structure: KESLINGER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.262, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.0m (6.6ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 88.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 67.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2019
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Structure Number: 453318, Location: 0.9 MI S OF IL 38 (Lat: 41.881847, Lng: -88.536944), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 1,900 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 2,310 (year 2040), Features Intersected: UNNAMED DRAINAGE DITCH, Facility Carried by Structure: MEREDITH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.127, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 0.0m, Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Channel: Excellent, Culverts: Satisfactory, Operating Rating: 43.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum 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 24 months, Inspection Date: November 2021
Structure Number: 453318, Location: 0.9 MI S OF IL 38 (Lat: 41.881847, Lng: -88.536944), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 1,900 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 2,310 (year 2040), Features Intersected: UNNAMED DRAINAGE DITCH, Facility Carried by Structure: MEREDITH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.127, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 0.0m, Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Channel: Excellent, Culverts: Satisfactory, Operating Rating: 43.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum 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 24 months, Inspection Date: November 2021
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Structure Number: 455002, Location: 2.5 MI NW KANEVILLE (Lat: 41.850739, Lng: -88.569767), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 2,400 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 1,021 (year 2032), Design Load: HS 20, Features Intersected: BIG ROCK CREEK, Facility Carried by Structure: PERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.768, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.4m (14.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018
Structure Number: 455002, Location: 2.5 MI NW KANEVILLE (Lat: 41.850739, Lng: -88.569767), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 2,400 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 1,021 (year 2032), Design Load: HS 20, Features Intersected: BIG ROCK CREEK, Facility Carried by Structure: PERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.768, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.4m (14.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018
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Structure Number: 455012, Location: 2.4 MI NW KANEVILLE (Lat: 41.859386, Lng: -88.553889), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 350 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 479 (year 2032), Features Intersected: E.BR BIG ROCK CREEK, Facility Carried by Structure: HARTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.329, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.3m (7.5ft), Curb-To-Curb Width: 6.7m (22.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 88.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 88.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Other
Structure Number: 455012, Location: 2.4 MI NW KANEVILLE (Lat: 41.859386, Lng: -88.553889), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 350 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 479 (year 2032), Features Intersected: E.BR BIG ROCK CREEK, Facility Carried by Structure: HARTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.329, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.3m (7.5ft), Curb-To-Curb Width: 6.7m (22.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 88.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 88.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Other
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Structure Number: 459956, Location: 1.1 MI N HARTER RD (Lat: 41.856828, Lng: -88.527600), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 6.93m (22.74ft), Average Daily Traffic: 1,700 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 2,361 (year 2032), Design Load: HS 20, Features Intersected: I-88 E-W TOLL RD., Facility Carried by Structure: DAUBERMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.623, Lanes on structure: 2, Lanes under structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.8m (81.4ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 459956, Location: 1.1 MI N HARTER RD (Lat: 41.856828, Lng: -88.527600), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 6.93m (22.74ft), Average Daily Traffic: 1,700 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 2,361 (year 2032), Design Load: HS 20, Features Intersected: I-88 E-W TOLL RD., Facility Carried by Structure: DAUBERMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.623, Lanes on structure: 2, Lanes under structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.8m (81.4ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 450083, Location: 1.1 MI. W ILL-47 (Lat: 41.840497, Lng: -88.492644), Route carried "under" structure: Interstate 88, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 23,100 (year 2020), Truck Traffic: 22%, Features Intersected: I-88_REAGAN_MEM_TOLL, Facility Carried by Structure: MAIN ST.
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 172.243, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft)
Structure Number: 450083, Location: 1.1 MI. W ILL-47 (Lat: 41.840497, Lng: -88.492644), Route carried "under" structure: Interstate 88, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 23,100 (year 2020), Truck Traffic: 22%, Features Intersected: I-88_REAGAN_MEM_TOLL, Facility Carried by Structure: MAIN ST.
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 172.243, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft)
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Structure Number: 45311, Location: 3 MI NW KANEVILLE (Lat: 41.864272, Lng: -88.561650), Route carried "under" structure: Interstate 88, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 23,100 (year 2020), Truck Traffic: 22%, Features Intersected: I-88 E-W TOLL RD., Facility Carried by Structure: WATSON ROAD
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 165.854, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
Structure Number: 45311, Location: 3 MI NW KANEVILLE (Lat: 41.864272, Lng: -88.561650), Route carried "under" structure: Interstate 88, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 23,100 (year 2020), Truck Traffic: 22%, Features Intersected: I-88 E-W TOLL RD., Facility Carried by Structure: WATSON ROAD
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 165.854, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
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Structure Number: 459956, Location: 1.1 MI N HARTER RD (Lat: 41.856611, Lng: -88.527611), Route carried "under" structure: Interstate 88, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 23,100 (year 2020), Truck Traffic: 22%, Features Intersected: I-88 E-W TOLL RD., Facility Carried by Structure: DAUBERMAN RD
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 168.848, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.8m (81.4ft)
Structure Number: 459956, Location: 1.1 MI N HARTER RD (Lat: 41.856611, Lng: -88.527611), Route carried "under" structure: Interstate 88, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 23,100 (year 2020), Truck Traffic: 22%, Features Intersected: I-88 E-W TOLL RD., Facility Carried by Structure: DAUBERMAN RD
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 168.848, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.8m (81.4ft)