Bridge Statistics for Addison, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 220049,  Location: 1.1 M E OF IL 53 (Lat: 41.945925,  Lng: -88.021294),  Route carried "on" structure: US 20,  Year Built: 2006,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 29,400 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 32,417 (year 2032),  Features Intersected: WESTWOOD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 256.844,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 32.5m (106.6ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 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: Better than 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: Febuary 2020,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 220075,  Location: 0.9 M N OF IL 64 (Lat: 41.917733,  Lng: -88.032319),  Route carried "on" structure: State highway 53,  Year Built: 1935,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 22,500 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 24,174 (year 2032),  Design Load: H 20,  Features Intersected: RR - CN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 95.657,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 87.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 50.9 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: Better than 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 220094,  Location: 3.5 MI NW OF IL 83 (Lat: 41.958583,  Lng: -88.025192),  Route carried "on" structure: Other road ,  Year Built: 1970,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 35.58m (116.73ft),  Average Daily Traffic: 22,400 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 29,187 (year 2032),  Design Load: HS 20,  Features Intersected: I-290,355,  Facility Carried by Structure: I-290 WB TO I-355
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.531,  Lanes on structure: 2,  Lanes under structure: 14,  Base Highway Network: Yes (Inventory Route: 10290040,  Subroute: 40),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Number Of Approach Spans: 2,  Length of Maximum Span: 61.0m (200.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 43.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 26.2 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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Other Special Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 220095,  Location: 1.3 M NW OF IL 83 (Lat: 41.942297,  Lng: -87.988831),  Route carried "on" structure: Interstate 290,  Year Built: 1970,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 6.15m (20.18ft),  Average Daily Traffic: 63,700 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 86,781 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: ADDISON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.612,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 59.6 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,  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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 220096,  Location: 2.7 M NW OF IL 64 (Lat: 41.927572,  Lng: -87.967028),  Route carried "on" structure: Interstate 290,  Year Built: 1971,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 9.00m (29.53ft),  Average Daily Traffic: 58,850 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 82,826 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: IL 83
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.171,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.9 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 220097,  Location: 2.7 M NW OF IL 64 (Lat: 41.927556,  Lng: -87.966872),  Route carried "on" structure: Interstate 290,  Year Built: 1971,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 9.00m (29.53ft),  Average Daily Traffic: 58,850 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 82,826 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: IL 83
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.187,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.9 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 2201,  Location: 0.5 M NW OF IL 83 (Lat: 41.930961,  Lng: -87.977231),  Route carried "on" structure: Interstate 290,  Year Built: 1971,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 5.89m (19.32ft),  Average Daily Traffic: 63,700 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 86,781 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: WOODDALE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.238,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  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: Somewhat better than minimum adequacy,  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,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: September 2021,  Other Special Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 220104,  Location: 1.3 M NW OF IL 83 (Lat: 41.942383,  Lng: -87.988997),  Route carried "on" structure: Interstate 290,  Year Built: 1971,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 6.15m (20.18ft),  Average Daily Traffic: 63,700 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 86,781 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: ADDISON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.596,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: 35.3 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: 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 220105,  Location: 0.5 M NW OF IL 83 (Lat: 41.931058,  Lng: -87.977372),  Route carried "on" structure: Interstate 290,  Year Built: 1971,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 63,700 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 86,781 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: WOODDALE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.222,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  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: Somewhat better than minimum adequacy,  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,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: September 2021,  Other Special Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 220109,  Location: 2.6 M W IL 83 (Lat: 41.948736,  Lng: -88.003322),  Route carried "on" structure: Other road ,  Year Built: 1971,  Status: Open,  Structure Length: 8.96m (29.40ft),  Average Daily Traffic: 2,350 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,504 (year 2032),  Design Load: HS 20,  Features Intersected: I-290,  Facility Carried by Structure: MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.012,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 63.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 72 months,  Inspection Date: August 2021,  Other Special Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 220111,  Location: 1.5 M S IL 19 (Lat: 41.951617,  Lng: -88.034858),  Route carried "on" structure: Interstate 355,  Year Built: 1970,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 5.69m (18.67ft),  Average Daily Traffic: 54,100 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 77,590 (year 2032),  Design Load: HS 20,  Features Intersected: US 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.468,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 51.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 30.8 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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: November 2021,  Other Special Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 220112,  Location: 1.5 M S IL 19 (Lat: 41.951503,  Lng: -88.034994),  Route carried "on" structure: Interstate 355,  Year Built: 1970,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 5.65m (18.54ft),  Average Daily Traffic: 54,100 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 77,590 (year 2032),  Design Load: HS 20,  Features Intersected: US 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.452,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 22.1m (72.5ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.4m (96.5ft),  Curb-To-Curb Width: 22.1m (72.5ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 51.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 31.1 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 desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: November 2021,  Other Special Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 220119,  Location: WOODDALE & US 20 (Lat: 41.928964,  Lng: -87.977917),  Route carried "on" structure: US 20,  Year Built: 1969,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 29,700 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 36,316 (year 2032),  Design Load: HS 20,  Features Intersected: SALT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 260.916,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.0m (118.1ft),  Skew: 35 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 36.0m (118.1ft),  Out-to-Out Width: 58.5m (191.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 74.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 44.7 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 22012,  Location: 1.25 M N OF IL 64 (Lat: 41.924350,  Lng: -87.967067),  Route carried "on" structure: US 20,  Year Built: 1969,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 10.43m (34.22ft),  Average Daily Traffic: 29,700 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 36,316 (year 2032),  Design Load: HS 20,  Features Intersected: IL 83
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 261.946,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.0m (128.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 44.1 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,  Underclear: High priority of corrective action,  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: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 220137,  Location: 0.5 M N IL53 & US 20 (Lat: 41.953811,  Lng: -88.031731),  Route carried "on" structure: Interstate 355,  Year Built: 1970,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 54,100 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 77,590 (year 2032),  Design Load: HS 20,  Features Intersected: ROHLWING RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.806,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 27.3m (89.6ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 40.7m (133.5ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 28.3m (92.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 49.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 29.5 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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: September 2021,  Other Special Inspection Date: August 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 220138,  Location: 0.5 M N IL 53 & US20 (Lat: 41.953889,  Lng: -88.031617),  Route carried "on" structure: Interstate 355,  Year Built: 1970,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 54,100 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 77,590 (year 2032),  Design Load: HS 20,  Features Intersected: ROHLWING RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.822,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 14 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 40.7m (133.5ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 33.8m (110.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: September 2021,  Other Special Inspection Date: August 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 220175,  Location: 0.60 M NW ADDISON RD (Lat: 41.936442,  Lng: -87.998572),  Route carried "on" structure: US 20,  Year Built: 2006,  Status: Open,  Structure Length: 1.14m (3.74ft),  Average Daily Traffic: 27,800 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 29,967 (year 2032),  Features Intersected: WESTWOOD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 259.001,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 88.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 52.8 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 desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2020,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 220547,  Location: 0.6 M NW OF IL 83 (Lat: 41.939925,  Lng: -87.985261),  Route carried "on" structure: Interstate 290,  Year Built: 2019,  Status: Open,  Structure Length: 6.35m (20.83ft),  Average Daily Traffic: 63,700 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 80,640 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: SALT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.015,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 18.8m (61.7ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 63.2 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: 48.9 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: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 220577,  Location: 0.6 M NW OF IL 83 (Lat: 41.939925,  Lng: -87.985261),  Route carried "on" structure: Interstate 290,  Year Built: 2018,  Status: Open,  Structure Length: 6.35m (20.83ft),  Average Daily Traffic: 63,700 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 74,000 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: SALT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.015,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 18.8m (61.7ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 66.4 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: 51.2 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: Superior to present desirable criteria,  Waterway Adequacy: 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: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 223041,  Location: 0.5 MI W IL 83 (Lat: 41.920200,  Lng: -87.973294),  Route carried "on" structure: County highway ,  Year Built: 2013,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 950 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 450 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: SALT CREEK,  Facility Carried by Structure: FULLERTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.3m (50.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2018,  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: 229952,  Location: 0.3M.W.OF IL-53 (Lat: 41.932511,  Lng: -88.037825),  Route carried "on" structure: Interstate 355,  Year Built: 1989,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 54,100 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 77,590 (year 2032),  Features Intersected: ARMY TRAIL RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.263,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 21.0m (68.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.3 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,  Underclear: Meets minimum limits,  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

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Structure Number: 229953,  Location: 0.3M.W.OF IL-53 (Lat: 41.918992,  Lng: -88.037992),  Route carried "on" structure: Interstate 355,  Year Built: 1989,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 84,400 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 131,229 (year 2032),  Features Intersected: FULLERTON & CC&P RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.750,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 37.5m (123.0ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 36.6m (120.1ft),  Out-to-Out Width: 39.0m (128.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.8 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: Superior to present desirable criteria,  Underclear: Equal to present minimum 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

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Structure Number: 229956,  Location: 0.3M.W.OF IL-53 (Lat: 41.932417,  Lng: -88.037825),  Route carried "on" structure: Interstate 355,  Year Built: 1989,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 54,100 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 65,615 (year 2032),  Features Intersected: ARMY TRAIL RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.247,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 21.0m (68.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.3 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,  Underclear: Meets minimum limits,  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

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Structure Number: 220094,  Location: 3.5 MI NW OF IL 83 (Lat: 41.957567,  Lng: -88.027475),  Route carried "under" structure: Interstate 355,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 108,200 (year 2021),  Truck Traffic: 13%,  Features Intersected: I-290,355
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 51.449,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 61.0m (200.1ft)

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Structure Number: 220094,  Location: 3.5 MI NW OF IL 83 (Lat: 41.958583,  Lng: -88.025192),  Route carried "under" structure: Interstate 290,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 81,200 (year 2021),  Truck Traffic: 24%,  Features Intersected: I-290,355
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 11.169,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 61.0m (200.1ft)

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Structure Number: 220095,  Location: 1.3 M NW OF IL 83 (Lat: 41.942792,  Lng: -87.988661),  Route carried "under" structure: Other road ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2020),  Truck Traffic: 5%,  Features Intersected: ADDISON RD,  Facility Carried by Structure: I-290 WB
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 2.527,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 220096,  Location: 2.7 M NW OF IL 64 (Lat: 41.927469,  Lng: -87.967025),  Route carried "under" structure: Other road ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 11,700 (year 2020),  Truck Traffic: 23%,  Features Intersected: IL 83,  Facility Carried by Structure: I-290 EB
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 0.740,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 220096,  Location: 2.7 M NW OF IL 64 (Lat: 41.927428,  Lng: -87.966869),  Route carried "under" structure: State highway 83,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 49,200 (year 2021),  Truck Traffic: 16%,  Features Intersected: IL 83,  Facility Carried by Structure: I-290 EB
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 77.166,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 220097,  Location: 2.7 M NW OF IL 64 (Lat: 41.927800,  Lng: -87.966881),  Route carried "under" structure: State highway 83,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 49,200 (year 2021),  Truck Traffic: 16%,  Features Intersected: IL 83,  Facility Carried by Structure: I-290 WB
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 77.198,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 220097,  Location: 2.7 M NW OF IL 64 (Lat: 41.927817,  Lng: -87.967036),  Route carried "under" structure: Other road ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 11,700 (year 2020),  Truck Traffic: 23%,  Features Intersected: IL 83,  Facility Carried by Structure: I-290 WB
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.708,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 2201,  Location: 0.5 M NW OF IL 83 (Lat: 41.931756,  Lng: -87.976592),  Route carried "under" structure: Other road ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 7,400 (year 2020),  Truck Traffic: 3%,  Features Intersected: WOODDALE RD,  Facility Carried by Structure: I-290 WB
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 6.984,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 220104,  Location: 1.3 M NW OF IL 83 (Lat: 41.942122,  Lng: -87.988661),  Route carried "under" structure: Other road ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 10,500 (year 2020),  Truck Traffic: 6%,  Features Intersected: ADDISON RD,  Facility Carried by Structure: I-290 EB
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 2.575,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 220105,  Location: 0.5 M NW OF IL 83 (Lat: 41.930800,  Lng: -87.977131),  Route carried "under" structure: Other road ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 7,400 (year 2020),  Truck Traffic: 3%,  Features Intersected: WOODDALE RD,  Facility Carried by Structure: I-290 EB
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 7.081,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 220109,  Location: 2.6 M W IL 83 (Lat: 41.948736,  Lng: -88.003322),  Route carried "under" structure: Interstate 290,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 127,400 (year 2021),  Truck Traffic: 10%,  Features Intersected: I-290,  Facility Carried by Structure: MILL RD
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 13.277,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 220111,  Location: 1.5 M S IL 19 (Lat: 41.951503,  Lng: -88.034994),  Route carried "under" structure: US 20,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 32,600 (year 2021),  Truck Traffic: 5%,  Features Intersected: US 20,  Facility Carried by Structure: I-355 SB
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 255.509,  Lanes on structure: 3,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 220112,  Location: 1.5 M S IL 19 (Lat: 41.951369,  Lng: -88.034664),  Route carried "under" structure: US 20,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 32,600 (year 2021),  Truck Traffic: 5%,  Features Intersected: US 20,  Facility Carried by Structure: I-355 NB
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 255.541,  Lanes on structure: 4,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.4m (96.5ft)

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Structure Number: 22012,  Location: 1.25 M N OF IL 64 (Lat: 41.924208,  Lng: -87.966747),  Route carried "under" structure: State highway 83,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 46,600 (year 2021),  Truck Traffic: 8%,  Features Intersected: IL 83,  Facility Carried by Structure: US 20
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 76.796,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 22012,  Location: 1.25 M N OF IL 64 (Lat: 41.924278,  Lng: -87.966908),  Route carried "under" structure: Other road ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 11,700 (year 2020),  Truck Traffic: 23%,  Features Intersected: IL 83,  Facility Carried by Structure: US 20
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 1.110,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 220137,  Location: 0.5 M N IL53 & US 20 (Lat: 41.953811,  Lng: -88.031731),  Route carried "under" structure: State highway 53,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 15,100 (year 2021),  Truck Traffic: 8%,  Features Intersected: ROHLWING RD,  Facility Carried by Structure: I-355 NB
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 99.616,  Lanes on structure: 5,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.7m (133.5ft)

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Structure Number: 229952,  Location: 0.3M.W.OF IL-53 (Lat: 41.932131,  Lng: -88.037325),  Route carried "under" structure: Other road ,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 33,200 (year 2020),  Truck Traffic: 9%,  Features Intersected: ARMY TRAIL RD.,  Facility Carried by Structure: I-355 NB
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 14.339,  Lanes on structure: 3,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 229953,  Location: 0.3M.W.OF IL-53 (Lat: 41.918992,  Lng: -88.037992),  Route carried "under" structure: Other road ,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 11,600 (year 2020),  Truck Traffic: 24%,  Features Intersected: FULLERTON & CC&P RR,  Facility Carried by Structure: I-355
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 6,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 229956,  Location: 0.3M.W.OF IL-53 (Lat: 41.932183,  Lng: -88.037825),  Route carried "under" structure: Other road ,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 33,200 (year 2020),  Truck Traffic: 9%,  Features Intersected: ARMY TRAIL RD.,  Facility Carried by Structure: I-355 SB
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 14.307,  Lanes on structure: 3,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)